CONNECTARRP Ҝ SFS >LFP
ANGLE BRACKETS esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
WOOD CONNECTORS TABLE OF CONTENTS esv-01.23 CERTIFICATION AND QUALITY CONTROL . . . . . . . p. NAILING SCHEMES . . . . . . . . . . . . . . . . . . . . . p. LOADING CAPACITY SCHEMES . . . . . . . . . . . . . p . PROTECTIVECOATINGS. . . . . . . . . . . . . . . . . p. FIXINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . p. ANGLEBRACKETS .................... p.1 KP angle bracket with reinforcement . . . . . . . . . . . . p. KPS angle bracket with reinforcement . . . . . . . . . . . . p. KPL angle bracket with reinforcement . . . . . . . . . . . . p. KPK angle bracket with reinforcement . . . . . . . . . . . . p. KLR anglebracket135° ..................... p. KL anglebracket......................... p. KM perforatedanglebracket. . . . . . . . . . . . . . . . . . p. KMP perforated angle bracket with reinforcement. . . . . p. KK anchor angle bracket . . . . . . . . . . . . . . . . . . . . p. LBZ concreteanglebracket . . . . . . . . . . . . . . . . . . . p. KMR perforated adjustable angle bracket . . . . . . . . . . . p. KMRP perforated adjustable angle bracket with reinforcement . . p. KRD adjustableanglebracket. . . . . . . . . . . . . . . . . . p. KR adjustable angle bracket . . . . . . . . . . . . . . . . . . p. LK rafter connector . . . . . . . . . . . . . . . . . . . . . . . p. LZ Z-typeconnector....................... p. KG folded connector . . . . . . . . . . . . . . . . . . . . . . . p. FLAT CONNECTORS . . . . . . . . . . . . . . . . . . . p. PP perforated plate . . . . . . . . . . . . . . . . . . . . . . . p. LP flatconnector......................... p. TM fixing tape . . . . . . . . . . . . . . . . . . . . . . . . . . . p. NAS corner plate . . . . . . . . . . . . . . . . . . . . . . . . . . p. KT 5w UZQF connector . . . . . . . . . . . . . . . . . . . . . . p. FKT mounting connector type „T” . . . . . . . . . . . . . . . p. SPECIAL WOOD CONNECTORS . . . . . . . . . . . . p. SK constructionanchor..................... p. PD roof batten support . . . . . . . . . . . . . . . . . . . . . p. KLM beam clamp . . . . . . . . . . . . . . . . . . . . . . . . . . p. → blacklineofproducts.................... p. GPLN pergola corner connector. . . . . . . . . . . . . . . . . . p. GPLP pergola crossbeam connector. . . . . . . . . . . . . . . p. GPPS pergolapostsupport .................... p. I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l 6'' % pergola post support . . . . . . . . . . . . . . . . . . p. 6'/3$ pergolapostsupport .................... p. 6'/3% pergolapostsupport.................. p. 6'/= pergolapostsupport................... p. 6'/3& pergolapostsupport.................. p. 6'/3' pergolapostsupport.................. p. 6'/3( ) pergola post support . . . . . . . . . . . . . . . . . . . . p. 6&5(: ,1 3267 68332576 . . . . . . . . . . . . p. 35 DGMXVWDEOH WKUHDGHG SRVW VXSSRUW . . . . . . . . . . . . . . . . . . . p. 365 DGMXVWDEOH WKUHDGHG SRVW VXSSRUW . . . . . . . . . . . . . . . . . p. 3653 DGMXVWDEOH WKUHDGHG SRVW VXSSRUW . . . . . . . . . . . . . . . . p. 38: DGMXVWDEOH WKUHDGHG SRVW VXSSRUW . . . . . . . . . . . . . . . . . p. 30) DGMXVWDEOH WKUHDGHG SRVW VXSSRUW. . . . . . . . . . . . . .. . . . . p. 36. DGMXVWDEOH WKUHDGHG SRVW VXSSRUW. . . . . . . . . . . . . . . . . . . p. *5281' ,1 3267 68332576 . . . . . . . . . . . . p. 36* GULYH LQ SRVW VXSSRUW . . . . . . . . . . . . . . . . . . . p. 36*5 DGMXVWDEOH GULYH LQ SRVW VXSSRUW . . . . . . . . . . . . . . . . . p. 3:8 VFUHZ LQ SRVW VXSSRUW . . . . . . . . . . . . . . . . . p. 3:* VFUHZ LQ SRVW VXSSRUW ZLWK QR DFFHVVRULHV . . . . . . . . . . . p. 3:20 KRUL]RQWDO EHDP PRXQWLQJ OLG. . . . . . . . . . . . . . . . . . . p. 3:2 VFUHZ LQ SRVW VXSSRUW ZLWK VSDFHU . . . . . . . . . . . . . . . . . p. 3:0 VFUHZ LQ SRVW VXSSRUW KH[DJRQDO . . . . . . . . . . . . . . . . . p. 3:% 3:0 VXSSRUW H[WHQVLRQ . . . . . . . . . . . . . . . . . p. 3:+ KH[ IODQJH IRU 3:0 . . . . . . . . . . . . . . . . . p. .5 DGMXVWDEOH EUDFNHW . . . . . . . . . . . . . . . . . . p. 3:) VFUHZ LQ SRVW VXSSRUW VTXDUH EDVH . . . . . . . . . . . . . . . . p. 3:& 3:0 3:) SRVW VXSSRUW H[WHQVLRQ . . . . . . . . . . . . . . . . . p. 3:7 WKUHDGHG VRFNHW JURXQG VFUHZ DQFKRU. . . . . . . . . . . . . . . p. 3:78 OLIWLQJ H\H EROW . . . . . . . . . . . . . . . . p. .56 DGMXVWDEOH EUDFNHW . . . . . . . . . . . . . . . . . p. .:= WKUHDGHG VRFNHW JURXQG VFUHZ DQFKRU. . . . . . . . . . . . . . . p. 3:3 VFUHZ LQ SHJ . . . . . . . . . . . . . . . . . . . p. 3:$ VFUHZ LQ XPEUHOOD VXSSRUW . . . . . . . . . . . . . . . . . . . p. &7* DVVHPEO\ NLW . . . . . . . . . . . . . . . . . . . p. 3:33 SODQHWDU\ JHDU . . . . . . . . . . . . . . . . . p. 3:( URG IRU VFUHZ LQ SRVW VXSSRUWV . . . . . . . . . . . . . . . . . p. 3:.7 KDQG VSDQQHU IRU URXQG VXSSRUWV . . . . . . . . . . . . . . . . . p. 3:.8 DGDSWHU IRU 3:8 . . . . . . . . . . . . . . . . . . . p. :' 36* GULYH LQ WRRO . . . . . . . . . . . . . . . . . . . p. JOIST HANGERS . . . . . . . . . . . . . . . . . . . . . . p. WB joist hanger . . . . . . . . . . . . . . . . . . . . . . . . . . p. WBZ joist hanger folded . . . . . . . . . . . . . . . . . . . . . . p. WBD WL joist hanger divided . . . . . . . . . . . . . . . . . . . . . p. joist hanger light . . . . . . . . . . . . . . . . . . . . . . . p.
WOOD CONNECTORS KP p. KPS p. KPL p. KPK p. KL p. KM p. KMP p. KK p. LBZ p. KMR p. KMRP p. KRD p. KR p. Angle brackets are the basic connecting elements used in the assembly of perpendicular (90⁰) cross connections, they can also act as supports for beam-to-column connections. DOMAX® wood connectors have a smooth finish, which allows them to be used both inside and outside the joint. Our offer includes a wide range of angular joints, including angles with reinforcement ensuring increased resistance to bending or angle brackets with adjustement holes – facilitating the installation of non-standard elements and eliminating expansion stresses.. ANGLE BRACKETS KLR p. esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l LK p. LZ p. KG p.
WOOD CONNECTORS PP p. TM p. LP p. NAS p. KT p. FKT p. FLAT CONNECTORS Flat connectors are used in joints where the side surfaces of the joined elements are on the same planes. They are usually attached in pairs and placed on both sides of the joint. Similarly to DOMAX® connectors – they have a smooth finish, hence the possibility of using them both inside and outside the connection. esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l WB p. WBZ p. WBD p. WL p. Joist hangers are used to fix ceiling joists. They make it possible to transfer heavy loads and at the same time keep the beams in the horizontal plane. Thanks to them, we can also install the beams without having to overlap them, which in turn reduces the thickness of the entire ceiling. JOIST HANGERS
WOOD CONNECTORS PD p. SK p. KLM p. GPLP p. GPLN p. GPPS p. SDD 85B p. SDLPA p. SDLPB 1 p. SDLPC 1 p. SDLPE/F 1 p. SDLPD 1 p. SDLZ 1 p. Connectors designed for individual applications, enabling the introduction of special design solutions. This group also includes details in black, combining functionality and attractive appearance, increasing the aesthetics of connections. SPECIAL WOOD CONNECTORS esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
POST SUPPORTS esv-01.23 SCREW-IN POST SUPPORTS PR p. PSR p. PSRP p. I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l PUW p. PMF p. PSK p.
esv-01.23 POST SUPPORTS GROUND-IN POST SUPPORTS PSGR p. PWU p. PWG p. PWOM p. PWO p. PWM p. PWB p. KR p. PWH p. PWF p. PWC p. PSG p. I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
POST SUPPORTS esv-01.23 The DOMAX® range of post supports combines both less complex products, used for the assembly of umbrellas, for example, but also specialist products, designed for the construction of advanced structures. DOMAX® offers comprehensive solutions for all types of timber post connections to the ground, which are essential for the erection of garden structures, sheds or terraces. The catalogue includes more than 50 new post support and accessory solutions, but also well-known, classic products. DOMAX® offers, among other things, elements to enhance the appearance of the wood for a better visual effect, also thanks to the option of choosing the colour of the support. We also provide reinforced supports to place posts of considerable weight, as well as supports that allow the post to be placed without drilling. #*7*® PWT p. PWTU p. KRS p. KWZ p. PWP p. CTG p. PWA p. PWE p. PWPP p. PWKT p. WD p. PWKU p. I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
7 DOMAX Sp. z o. o. ■ al. Parku Krajobrazowego 109 ■ Łężyce, 84-207 Koleczkowo ■ Poland www.domax.com WOOD CONNECTORS ALPHABETICAL TABLE OF CONTENTS ).7 . . . . . . . . p. GPLN . . . . . . . p. GPLP ....... p. GPPS . . . . . . . p. KG . . . . . . . . . p. KK . . . . . . . . . p. KLM . . . . . . . p. KLR . . . . . . . . p. KM . . . . . . . . p. KMP . . . . . . . p. KMR . . . . . . . p. KMRP . . . . . . p. KP . . . . . . . . p. KPK . . . . . . . . p. KPL . . . . . . . . p. KPS . . . . . . . . p. KR ........ p. KRD . . . . . . . . p. KT ........ p. LBZ . . . . . . . . p. LK . . . . . . . . . p. LP . . . . . . . . . p. LZ . . . . . . . . . p. NAS ....... p. PD ........ p. PP . . . . . . . . p. &7* . . . . . . . . p. ./ . . . . . . . . p. KRD . . . . . . . . p. .56 p. .:= p. 30) S 35 . . . . . . . . p. 36* . . . . . . . . p. 36*5. . . . . . p. 36.. . . . . . p. 365. . . . . . p. 3653. . . . . . p. 38:. . . . . . p. 3:$. . . . . . p. 3:%. . . . . . p. 3:&. . . . . . p. 3:(. . . . . . p. 3:). . . . . . p. 3:*. . . . . . p. 3:+. . . . . . p. 3:.7. . . . . . p. 3:.8. . . . . . p. 3:0. . . . . . p. 3:2. . . . . . p. 3:20. . . . . . p. 3:3. . . . . . p. 3:33. . . . . . p. 3:7. . . . . . p. 3:78. . . . . . p. 3:8. . . . . . p. 6'' % . . . . . . p. 6'/3$ . . . . . . p. 6'/3% . . . . . . p. 6'/3& . . . . . . p. 6'/3' . . . . . . p. 6'/3( ) . . . . . . p. 6'/= . . . . . . p. 6. . . . . . . p. 70 . . . . . . p. :%. . . . . . p. :%'. . . . . . p. :%=. . . . . . p. :/ . . . . . . p.
WOOD CONNECTORS Domax has a modern laboratory that guarantees the highest standard of manufactured building materials. The production process is preceded by a number of technical tests, and the products are regularly tested for quality control. Before a DOMAX® article goes to distribution, it undergoes a series of tests. We check compliance with generally applicable standards, such as PNEN14545, and with our internal quality standards. . The test results of the Domax laboratory are confirmed by certification centers – the Czech TZUS, the Polish ITB. As our internal standards often exceed generally accepted standards, quality verification performed in Polish and European centers is actually a formality. The CE symbol on DOMAX® products confirms that the marked construction product complies with the harmonized European standard (hEN) or with the ETA (a system intended primarily for new and innovative products) and that the constancy of performance of the product has been assessed and verified – certification. European directives regulating certification define parameters concerning safety of use, health protection and environmental protection, define hazards that a manufacturer of a construction product should detect and eliminate. Construction products must meet a number of quality requirements. To ensure this, we conduct product properties tests at every stage of production, and our experienced specialists ensure the professionalism of the entire process using technically advanced control and measurement equipment. We constantly improve the control process by verifying each stage of the production – from the technical design, through the delivery and use of the highest quality materials, high standards of production technology, to the final packaging of articles. We believe that the basis for quality development is systematically acquired and documented knowledge. Each product has its own technological card, detailed drawings and the history of test reports. Thanks to this, we are able not only to quickly implement new products that meet the requirements of European standards, but also to optimize solutions available on the market. CERTIFICATION AND QUALITY CONTROL esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
WOOD CONNECTORS One of the Eurocode standards defining the parameters of construction joints is the maintenance of the minimum spacing and distances between fasteners (e.g. nails). As the holes in our connectors are often more densely spaced than the spacing specified in the standard, the maximum number of nails to be used in the joint may be smaller than the number of holes in the connector. This leaves the users some freedom in terms of installation. The tables in the catalog contain the most advantageous nailing schemes, thanks to which the highest loading capacity of the connection can be obtained. In the case of joist hangers, the side nails (securing the secondary beam to the hanger) do not have a bearing function in the joint. Their main task is to evenly distribute the load over the entire height of the secondary beam section. The arrangement of side nails should be used in full or staggered arrangement, depending on the thickness of the secondary beam. Full nailing is optimal for beams with a thickness greater than 60 mm. On the other hand, side nailing for beams with a thickness of ≤ 60 mm for beams with a thickness less than or equal to 60 mm, alternate nailing should be used. In accordance with the recommendations of EAD 130186-00-0603, the tests performed should reflect the behavior of the joint in practical application. Due to the large variety of product types, we have developed (based on EAD) various load patterns simulating the behavior of a given joint in practice. For the preparation of the test load diagrams, we chose connections that allow the verification of the behavior of the connectors in the optimal and most representative application of a given product. The most common connection using joist hangers is the perpendicular connection of two wooden beams. In this catalog, we present technical parameters based on the results obtained from testing this type of connection. NAILING SCHEMES LOADING CAPACITY SCHEMES side nailing for beams thick. ≤ 60 mm perforated angle bracket hole without a connector Ed Ed esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
WOOD CONNECTORS PROTECTIVE COATINGS Fe / Zn 12 electroplating zinc coating > 12 µm thick, applied in accordance with PNEN ISO 2081. Yellow passivation – yellow galvanic zinc is characterized by significant protection against corrosion, shows twice the resistance to external conditions than blue (silver) passivation. Recommended for outdoor applications exposed to precipitation and other unfavorable factors. Blue (silver) passivation – silver galvanic zinc has a lower corrosion resistance. Products covered with such a coating are intended for use in dry rooms with the possibility of only temporary exposure to moisture (second class of use according to PNEN 199511: 2010). ELECTROGALVANIZING The coating is applied by immersing an object in molten zinc at a temperature of approx. 450˚C. The obtained coating thickness is approximately 80–90 µm. Thick-layer protection is recommended for products exposed to long-term exposure to moisture, especially for elements used in the garden. Decorative paints intended for galvanized surfaces can be applied over this coating. HOT-DIP GALVANIZING The use of the Magni 565 coating, which covers the steel surface with a mixture of zinc and aluminum flakes and binding and hardening components. This is currently the highest level of corrosion protection. It has a salt spray corrosion resistance (VDA235104 / DIN EN ISO 9227) of more than 240 hours to white corrosion and over 1,000 hours to red corrosion. Magni coatings are Cr-free and meet the requirements of the following standards: RoHS, REACH, ELVD, GADSL and WEEE. Zinc flake is used wherever the highest level of protection and durability of products is required. ZINC FLAKE LAMELLAR ● ● ● ● esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
WOOD CONNECTORS Cold-rolled sheet metal with a molten zinc coating applied on both sides, weight not less than 275 g/m2 and thickness of about 20 µm. Most often it is additionally covered with a thin layer of oil film increasing the protection of the zinc layer against oxidation. Products made of galvanized sheet Z275 are characterized by high resistance to external factors, thanks to which they are perfect wherever high corrosion resistance is required, especially in open-air structures. PRE-GALVANIZED STEEL Z275 Double protection for a particularly high level of security. Cold-rolled sheet metal with a zinc coating applied on both sides, weight not less than 275 g / m2 and thickness of about 20 µm. Additionally, DUPLEX products are powder coated, which ensures high tightness of the coating and increased corrosion resistance. Details protected in this way can be used in places periodically exposed to rain or snowfall. DUPLEX Powder coated products are protected by applying electrified particles (20,100 µm) of powder paint. The deposited powder layer remains on the surface of the painted detail due to electrostatic forces. Powder coating ensures high tightness of the coating and increased corrosion resistance. The thickness of the painting layer is 60 µm. POWDER PAINTING ● ● ■ esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Notched nails with a countersunk head. The centering cone ensures even load distribution on all nails. They are perfect for the assembly of wood connectors. The notched surface of the pin obtained with conical cuts prevents the nails from being pulled out when the structure vibrates. ANCHOR carpentry nails ANG ANCHOR screws ANW Wood screws ZAS Screws for fastening wood connectors. A special sharp thread with a drill tip enables easy screwing-in without pre-drilling. Provides a stable and durable connection. Wood screws with a painted head for fixing wooden elements of garden architecture. Secured with an additional anti-corrosion layer. Recommended for mounting black DOMAX® decorative connectors. name coat. art no. dimensions [mm] weight [g] packaging ø L ANG 35 ● 3871 4 35 4 1 à 261 pcs. ANG 40 ● 3872 4 40 5 1 à 226 pcs. ANG 40/5kg ● 38726 4 40 5 1 à 1130 pcs. ANG 50 ● 3873 4 50 5 1 à 195 pcs. ANG 50/5kg ● 38736 4 50 5 1 à 975 pcs. ANG 60 ● 3874 4 60 6 1 à 158 pcs. ANG 60/5kg ● 38746 4 60 6 1 à 790 pcs. ANG 75 ● 3875 4 75 9 1 à 113 pcs. ANG 75/30 blister ● 38753 4 75 9 30 à 10 pcs. ANG 100 ● 3876 4 100 10 1 à 99 pcs. ANG 125 ● 3877 4 125 13 1 à 80 pcs. name coat. art no. dimensions [mm] weight [g] packaging ø L H dh TX ANW 35 ● 3881 5 35 3 7,5 20 4 1 à 500 pcs. ANW 40 ● 3882 5 40 3 7,5 20 4 1 à 500 pcs. ANW 45 ● 3883 5 45 3 7,5 20 4 1 à 500 pcs. name coat. art no. dimensions [mm] weight [g] packaging [pcs] ø L ZAS 45025 C ● 34942 4,5 25 23 12 à 10 pcs. ZAS 45035 C ● 34952 4,5 35 30 12 à 10 pcs. coating: ● silver galvanization coating: ● silver galvanization coating: ● partly powder coated black FIXINGS TORX T20 L H ø dh L ø L ø esv-01.23 WOOD CONNECTORS I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Anchor bolts, hammered into concrete are mainly used for fixing in smooth and hard surfaces. They are intended for fixing profiles and metal structures, grates, handrails, machines and other construction elements. The product we propose is a ring structure with a nut and washer. name coat. art no. dimensions [mm] weight [g] packaging ø L d dh PBK 70 ● 38954 10 70 M10 17 190 4 à 5 pcs. PBK 90 ● 38964 10 90 M10 17 230 4 à 5 pcs. PBK 120 ● 38974 10 120 M10 17 285 4 à 5 pcs. PBK 150 ● 38984 10 150 M10 17 346 4 à 5 pcs. coating: ● silver galvanization Hardened concrete screws PBW Anchor bolts PBK L ø d dh name coat. art no. dimensions [mm] weight [g] packaging ø L Lg ød dh PBW 07060 ● 3710706 7,5 60 55 6 14 17 1 à 50 pcs. PBW 07080 ● 3710708 7,5 80 55 6 14 21 1 à 50 pcs. PBW 07100 ● 3710710 7,5 100 55 6 14 26 1 à 50 pcs. PBW 07120 ● 3710712 7,5 120 55 6 14 32 1 à 50 pcs. PBW 10065 ● 3711006 10,5 65 60 8 18 34 1 à 50 pcs. PBW 10075 ● 3711007 10,5 75 60 8 18 38 1 à 50 pcs. PBW 10090 ● 3711009 10,5 90 60 8 18 43 1 à 50 pcs. PBW 10110 ● 3711011 10,5 110 60 8 18 51 1 à 50 pcs. PBW 10130 ● 3711013 10,5 130 60 8 18 59 1 à 50 pcs. PBW 12075 ● 3711207 12,5 75 70 10 22 62 1 à 20 pcs. PBW 12085 ● 3711208 12,5 85 70 10 22 67 1 à 20 pcs. PBW 12100 ● 3711210 12,5 100 70 10 22 76 1 à 20 pcs. PBW 12120 ● 3711212 12,5 120 70 10 22 90 1 à 20 pcs. PBW 12140 ● 3711214 12,5 140 70 10 22 102 1 à 20 pcs. PBW 12160 ● 3711216 12,5 160 70 10 22 113 1 à 20 pcs. PBW 12200 ● 3711220 12,5 200 70 10 22 139 1 à 20 pcs. coating: ● zinc flake (lamellar) „PBW concrete screws have a hexagonal head with a flange. They are used for fixing and anchoring in concrete, natural stone and masonry elements. The screw is installed after drilling a hole appropriate to the screw diameter. The concrete screw has no expansion effect, which allows drilling holes with small distances (in accordance with the parameters specified in the ETA) between the edges, as well as small distances between the anchors. Three different thread heights ensure a strong and secure connection. „ L ø ød dh Lg WOOD CONNECTORS esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS
ANGLE BRACKETS KP Angle bracket with reinforcement name coat. art no. dimensions [mm] holes [mm] weight [g] pack [pcs] a b c ≠ ø5 ø7 ø11 ø14 KP 1 ● 4021 90 90 65 2,5 16 12 2 – – 208 20 KP 1 ■ 402102 90 90 65 2,5 16 12 2 – – 208 10 KP 2 ● 4022 105 105 90 2,5 36 – – 2 – 345 20 KP 2 ● 40223 105 105 90 3,0 36 – – 2 – 412 20 KP 3 ● 4023 90 50 55 2,5 20 – 2 – – 134 20 KP 4 ● 4024 70 70 55 2,5 20 – 2 – – 139 20 KP 5 ● 4025 140 140 65 2,5 26 – 2 – – 344 10 KP 5 ■ 402502 140 140 65 2,5 26 – 3 – – 344 10 KP 6 ● 4026 172 105 90 3,0 44 – 7 2 ø14×14 517 10 KP 7 ● 4027 145 145 90 2,5 56 – – 8 – 450 10 KP 8 ● 4028 145 70 90 2,5 17 – – 4 – 342 10 KP 9 ● 4029 128,5 128,5 45 2,5 12 4 1 – ø11×9 213 20 KP 11 ● 40211 90 90 65 2,5 13 9 5 – ø11×11 206 20 KP 21 ● 40221 105 105 90 2,5 28 – 4 1 ø14×14 337 20 Application Angle brackets with reinforcement are characterized by a very high bending strength. They have a wide range of well-thought-out nailing scheme, thanks to which they can be used both in standard solutions and selected for individually designed joints. Material DX51D + Z275; DX51D + Z275 + black powder coating. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø6, ø10; bolts M10, M12; concrete anchors M10, M12. coating: ● DX51D + Z275MAC ■ Duplex black ETA 14/0425 ETA 15/0725 ETA 22/0631 a b c
ANGLE BRACKETS KP Angle bracket with reinforcement KP1 KP1 KP2 KP5 KP5 KP4 KP3 KP21 KP11 KP6 KP7 KP8 KP9 ETA 14/0425 ETA 15/0725 ETA 22/0631 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE ANGLE BRACKETS BRACKETS Loading capacity scheme Nailing scheme Connector KP 1 KP 2 KP 2 (3mm) KP 3 KP 4 KP 5 KP 6 KP 7 KP 8 KP 9 KP 11 KP 21 Loading type pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] 12,5 12,7 12,3 12,9 12,7 12,9 12,8 16,9 23 12,2 12,6 12,6 Density pmean, 12% [kg/m3] 413 404 435 403 414 424 407 428,2 411,7 440 405 403 pmax,mean (350 kg/m3) [kN] 32,6 40,5 42,9** 29,5 23,7 35,7 43,3 18,34 20,62 21,6 28,5 38,3 Pmax,k (350 kg/m3) [kN] 27,2 35,2 – 23,1 19,6 25,7 34,6 12,5 12,9 18,2 23,1 31 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 15/0725 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 14/0425 ETA 14/0425 ETA 15/0725 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ** Test performed in the DOMAX laboratory. esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Angle bracket with reinforcement KPS a b c Application Angle brackets with reinforcement are characterized by a very high bending strength. They have a wide range of well-thought-out nailing scheme, thanks to which they can be used both in standard solutions and selected for individually designed connections. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø6, ø10; bolts M10, M12; concrete anchors M10, M12. coating: ● DX51D + Z275MAC name coat. nr art. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø7 ø11 ø14 KPS 1 ● 40212 90 90 65 1,5 16 12 2 – 119 20 KPS 2 ● 40222 105 105 90 1,5 36 – – 2 207 20 KPS 3 ● 40232 90 50 55 1,5 20 – 2 – 83 20 KPS 4 ● 40242 70 70 55 1,5 20 – 2 – 82 20 KPS1 KPS2 KPS4 KPS3 Loading capacity scheme Nailing scheme Connector KPS 1 KPS 2 KPS 3 KPS 4 Loading type pressure pressure pressure pressure Wood moisture [%] 17,1 16,3 15,6 16 Density pmean, 12% [kg/m3] 411 429 391 406 pmax,mean (350 kg/m3) [kN] – – – – Pmax,k (350 kg/m3) [kN] 16,3 18,7 12,6 11,6 Fasteners per connection 2* 2* 2* 2* Determination method calculations calculations calculations calculations Certificate ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ETA 14/0425 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Angle bracket with reinforcement KPL a b c coating: ● DX51D + Z275MAC name coat. nr art. dimensions [mm] holes [mm] weight [g] pack [pcs] a b c ≠ ø5 ø7 ø11 ø12 ø14 KPL 1 ● 4051909065 2 1612 2 – – 166 20 KPL 2 ● 4052 105105 90 2 36 – – – 2 276 20 KPL 3 ● 4053905055 2 20 – 2 – – 108 20 KPL 4 ● 4054707055 2 20 – 2 – – 109 20 KPL 5 ● 4055505035 2 8 – 2 – – 49 20 KPL 6 ● 4056606045 2 12 – 2 – – 76 20 KPL 11 ● 4051190 90 65 2 13 – 5 – – 160 20 KPL 21 ● 40521 105 105 90 2 28 – 4 – 1 ø11×11 269 20 KPL 51 ● 40551 140 140 65 2 24 – – 4 – ø14×14 260 20 Loading capacity scheme Nailing scheme Connector KPL 1 KPL 2 KPL 3 KPL 4 KPL 5 KPL 6 KPL 11 KPL 21 Loading type pressure pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] 12,7 12,5 12,7 12,8 15,2 12,9 14,9 15,6 Density pmean, 12% [kg/m3] 401 409 424 405 421,2 422,8 452,1 472,7 pmax,mean (350 kg/m3) [kN] 28,2 38,4 23,9 21,2 8,09 9,49 18,43 21,23 Pmax,k (350 kg/m3) [kN] 22,3 28,4 20,5 18,5 6,8 6,2 13 17,1 Fasteners per connection 2* 2* 2* 2* 1** 1** 1** 1** Determination method tests tests tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ** Forces are for a complete connection including one coupler. KPL1 KPL2 KPL5 KPL4 KPL3 KPL11 KPL21 KPL51 KPL6 ETA 14/0425 ETA 22/0631 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Angle bracket with reinforcement KPK name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø11 ø7×15 ø7×20 KPK 4 ● 4044 65 65 100 2,5 22 – – – 232 20 KPK 11 ● 40411 95 53 45 2,5 11 3 – – 112 20 KPK 12 ● 40412 95 53 75 2,5 17 5 – – 189 20 KPK 13 ● 40413 95 53 110 2,5 25 6 – – 281 20 KPK 21 ● 40421 95 65 65 2,5 14 3 1 1 178 20 Application KPK angle brackets deviate from traditional punching systems in favor of adapting to the requirements of the Eurocode, in which one of the most important properties is to maintain the minimum spacing and distances between nails. They have a wide range of well-thought-out nailing scheme, thanks to which they can be used both in standard solutions and selected for individually designed joints. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø6, ø10; bolts M6, M10; concrete anchors M6, M10. coating: ● DX51D + Z275MAC Nailing scheme Loading capacity scheme Connector KPK 4 KPK 11 KPK 12 KPK 13 KPK 21 Loading type pressure pressure pressure pressure pressure Wood moisture [%] 14,3 17,7 14,3 13,4 12,3 Density pmean, 12% [kg/m3] 416,8 460,8 460,9 398,2 468,5 pmax,mean (350 kg/m3) [kN] 15,85 13 17,32 22,13 13,53 Pmax,k (350 kg/m3) [kN] 12,7 10,4 13,5 16,7 10,8 Fasteners per connection 1** 1** 1** 1** 1** Determination method tests tests tests tests tests Certificate ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 ** Forces are for a complete connection including one coupler. ETA 14/0425 KPK 4 KPK 11 KPK 12 KPK 13 KPK 21 a b c esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS KLR name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø7 ø11 ø14 KLR 1 ● 40815050352,5 8 – 2 – 62 20 KLR 2 ● 4082 70 70 55 2,5 20 – 2 – 140 20 KLR 3 ● 4083 90 90 65 2,5 16 12 2 – 211 20 KLR 4 ● 4084 100 100 35 2,5 16 – 4 – 124 20 KLR 5 ● 4085 105 105 90 2,5 36 – – 2 347 20 KLR 6 ● 4086 140 140 55 2,5 36 – 4 – 276 20 Loading capacity scheme Nailing scheme Connector KLR 1 KLR 2 KLR 3 KLR 4 KLR 5 KLR 6 Loading type pressure pressure pressure pressure pressure pressure Wood moisture [%] 13,8 15,5 15,5 15,7 15,3 16 Density pmean, 12% [kg/m3] 422,2 429,7 407,1 468,1 410,8 497,6 pmax,mean (350 kg/m3) [kN] 5,71 10,95 10,59 6,35 15,41 9,98 Pmax,k (350 kg/m3) [kN] 4,2 7,9 8,3 5,1 13,6 7,2 Fasteners per connection 1** 1** 1** 1** 1** 1** Determination method tests tests tests tests tests tests Certificate ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 ** Forces are for a complete connection including one coupler. Application Angle brackets intended for joining wooden elements at an angle of 135 °, making braces, swords or diagonal reinforcements of frame elements. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø6, ø10; bolts M10, M12; concrete anchors M10, M12. Angle bracket 135° coating: ● DX51D + Z275MAC ETA 14/0425 KLR1 KLR2 KLR3 KLR4 KLR5 KLR6 a b c esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS KL Application Basic angle brackets for joining wood with wood, concrete or steel. Various sizes of holes increase their versatility and allow mounting on many types of dowel connectors. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø6, ø10; bolts M10, M12; concrete anchors M10, M12. name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø7 ø11 ø14 KL 0ø ● 4070 4040202,0 7 – 1 – 21 20 KL 1 ● 4071 5050352,5 8 – 2 – 62 20 KL 2 ● 4072 70 70 55 2,5 20 – 2 – 138 20 KL 3 ● 4073 150 50 35 2,5 16 – 4 – 124 20 KL 4 ● 4074 90 90 65 2,5 16 12 2 – 208 20 KL 5 ● 4075 105 105 90 2,5 36 – – 2 349 20 KL 6 ● 4076 102 102 35 2,5 16 – 4 – 122 20 * produced to order Angle bracket a b c coating: ● DX51D + Z275MAC ETA 15/0725 ETA 18/1165 ETA 22/0631 KL1 KL0 KL2 KL3 KL4 KL5 KL6 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Loading capacity scheme Nailing scheme Connector KL 0 KL 1 KL 2 KL 3 KL 4 KL 5 KL 6 Loading type pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] 12,7 12,7 12,8 12,7 13 12,9 11,9 Density pmean, 12% [kg/m3] 438 410 401 406 401 405 435 pmax,mean (350 kg/m3) [kN] 8,6 14 24,4 17,7 24,8 31,2 16,2 Pmax,k (350 kg/m3) [kN] 7,4 11 20,2 15,2 21,9 27,6 13,6 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests tests Certificate ETA 18/1165 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 15/0725 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS KM name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 KM 0 ● 4100 40 40 20 2,0 4 24 50 KM 1 ● 4101 40 40 40 2,0 8 46 50 KM 2 ● 4102 40 40 60 2,0 12 72 50 KM 3 ● 4103 60 60 40 2,0 12 70 20 KM 4 ● 4104 60 60 60 2,0 18 106 20 KM 5 ● 4105 60 60 80 2,0 24 142 20 KM 6 ● 4106 60 60 100 2,0 30 179 20 KM 7 ● 4107 80 80 40 2,0 16 94 20 KM 7 C ■ 41072 80 80 40 2,0 16 94 20 KM 8 ● 4108 80 80 60 2,0 24 140 20 KM 9 ● 4109 80 80 80 2,0 32 187 20 KM 10 ● 4110 80 80 100 2,0 40 237 20 KM 11 ● 4111 100 100 60 2,0 30 177 20 KM 12 ● 4112 100 100 80 2,0 40 232 20 KM 13 ● 4113 100 100 100 2,0 50 294 20 KM 14 ● 4114 40 40 100 2,0 20 115 20 KM 15 ● 4115 40 40 200 2,0 40 239 20 KM 16 ● 4116 90 90 40 2,0 16 107 20 KM 17 ● 4117 50 50 40 2,0 8 51 20 KM 18 ● 4118 60 60 50 2,0 12 92 20 KM 19 ● 4119 120 90 40 3,0 18 191 20 KM 20 ● 4120 60 60 25 2,0 6 51 20 Perforated angle bracket Loading capacity scheme Nailing scheme Connector KM 1 KM 2 KM 3 KM 4 KM 5 KM 6 KM 7 Loading type pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] – – 12,8 – – 12,7 – Density pmean, 12% [kg/m3] C24 C24 410 C24 C24 403 C24 pmax,mean (350 kg/m3) [kN] – – 16,1 – – 31,6 – Pmax,k (350 kg/m3) [kN] 14 14 14 15,2 19,88 26,3 14,8 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* Determination method calculations tests tests calculations calculations tests calculations Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. coating: ● DX51D + Z275MAC ■ Duplex black Application Standard angle brackets with universal perforation. The large number of holes placed in them allows the implementation of many simple and complex connections. Material DX51D + Z275; DX51D + Z275 + black powder coating. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket. ETA 15/0725 ETA 18/1165 ETA 22/0631 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Nailing scheme KM 8 KM 9 KM 10 KM 11 KM 12 KM 13 KM 14 KM 15 KM 16 KM 17 KM 18 KM 19 KM 20 pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure pressure 12,8 – 12,8 – – 12,6 – – 11,7 11,4 14,3 11,9 – 413 C24 413 C24 C24 410 C24 C24 441 456 437 429 C24 19,2 – 32,9 – – 33,4 – – 11,1 11,2 13,5 20,5 – 15,6 26,83 27,9 19,88 28,54 29,5 14,8 24,16 8,5 9,3 11,2 15,4 15 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* 2* tests calculations tests calculations calculations tests calculations calculations tests tests tests tests calculations ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 18/1165 ETA 15/0725 ETA 15/0725 ETA 18/1165 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. a b c esv-01.23 KM1 KM0 KM7 KM7 C KM13 KM11 KM14 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Perforated angle bracket with reinforcement KMP name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 KMP 1 ● 4131 40 40 40 1,5 8 35 50 KMP 2 ● 4132 40 40 60 1,5 12 52 50 KMP 3 ● 4133 40 40 80 1,5 16 72 20 KMP 4 ● 4134 60 60 40 1,5 12 54 20 KMP 5 ● 4135 60 60 60 1,5 18 78 20 KMP 6 ● 4136 60 60 80 1,5 24 107 20 KMP 7 ● 4137 80 80 40 1,5 16 71 20 KMP 8 ● 4138 80 80 60 1,5 24 107 20 KMP 9 ● 4139 80 80 80 1,5 32 145 20 Application Standard angle brackets with universal perforation. The large number of holes placed in them allows the implementation of many simple and complex connections. Properly designed ribs increase the bending strength, which allows the use of thinner corner material while maintaining similar strength parameters. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws Torx socket; ANW – ANCHOR screws ø5 Torx20 socket. coating: ● DX51D + Z275MAC a b c KMP1 KMP2 KMP3 ETA 22/0631 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Perforated angle bracket with reinforcement KMP Loading capacity scheme Nailing scheme Connector KMP 1 KMP 2 KMP 3 KMP 4 KMP 5 KMP 6 KMP 7 KMP 8 KMP 9 Loading type pressure pressure pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] – – – – – – – – – Density pmean, 12% [kg/m3] C24 C24 C24 C24 C24 C24 C24 C24 C24 pmax,mean (350 kg/m3) [kN] 6,85 6,71 6,92 3,82 6,02 7,11 6,12 7,42 12,1 Pmax,k (350 kg/m3) [kN] 6,2 5,91 6,26 3,41 5,51 6,8 5,53 6,57 10,71 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. KMP4 KMP5 KMP6 KMP7 KMP8 KMP9 ETA 22/0631 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS name coat. art no. dimensions [mm] holes [mm] weight [g] pack [pcs] a b c ≠ ø5 ø9 ø12 ø13 KK 1 ● 4151 200 40 40 2,0 24 – – – 140 20 KK 2 ● 4152 300 40 40 2,0 34 – – – 198 20 KK 3 ● 4153 400 40 40 2,0 44 – – – 258 20 KK 11 ● 4155 210 43 40 4,0 19 – – 1 288 10 KK 12 ● 4156 300 43 40 4,0 27 1 – – 392 10 KK 21 ● 415121 200 40 40 2,0 20 – 1 – 140 20 KK 22 ● 415222 300 40 40 2,0 30 – 1 – 198 20 KK 23 ● 415323 400 40 40 2,0 40 – 1 – 258 20 KK Application KK anchor brackets are intended for anchoring wood to concrete. They are perfect for fixing poles, ground beams and wall boards. The lower part is embedded in concrete, while wooden beams are attached to the protruding part. They are designed for fixing wood in concrete or wood in a wooden substrate. They are mainly used for anchoring poles and wooden walls. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø4, ø8, ø12; bolts M8, M12; concrete anchors M8, M12. a b c Anchor angle bracket coating: ● DX51D + Z275MAC ETA 15/0725 ETA 22/0631 KK1 KK2 KK3 KK11 KK12 KK21 KK22 KK23 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS Nailing scheme Loading capacity scheme nacisk wyciąganie Connector KK 1 KK 2 KK 3 KK 11 KK 12 KK 21 KK 22 KK 23 nacisk wyciąganie Loading type pressure pressure pressure pulling out pulling out pulling out pulling out pulling out Wood moisture [%] 12,9 12,7 12,8 11,7 11,4 12,9 12,8 12,8 Density pmean, 12% [kg/m3] 400 405 400 429 439 405 420 420 pmax,mean (350 kg/m3) [kN] 14,4 16,6 16,6 32,8 20,7 25,5 27,4 29,3 Pmax,k (350 kg/m3) [kN] 11,6 13,1 14,7 26,5 18,3 19,9 22,5 25,9 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 15/0725 ETA 15/0725 ETA 22/0631 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. pulling out pressure esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
@LJ=U PjҶ u iҶ iҶ ֆ XeҶ MXldo HlXciZlXuiq]`i ֆ äŷȋs[]ҹ ӝ Hie][udiqi ֆ MieXh\ www.domax.com ANGLE BRACKETS Concrete angle bracket LBZ Application LBZ concrete angle brackets are intended mainly for fixing the wall board and ground beams as well as for anchoring columns. The sheet thickness used in their production and special ribbing on the edges ensure very high bending strength. Material S235 + hot-dip galvanized. Mounting ANCHOR ø4 ring nails; ANW – ANCHOR screws ø5 Torx20 socket; screws for wood ø10; bolts M10, M12; concrete anchors M10, M12. ETA 22/0631 LBZ 95 LBZ 135 LBZ 285
ANGLE BRACKETS Concrete angle bracket LBZ name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø11 ø13,5 LBZ 95 ● 4227 95 65 85 4,0 11 1 1 365 10 LBZ 135 ● 4228 135 65 85 4,0 16 1 2 445 10 LBZ 285 ● 4229 285 65 85 4,0 27 1 4 755 10 a b c coating: ● hot-dip galvanization ETA 22/0631 Loading capacity scheme Nailing scheme Connector LBZ 95 LBZ 135 LBZ 285 Loading type pulling out pulling out pulling out Wood moisture [%] 13 13 – Density pmean, 12% [kg/m3] 407 432 C24 pmax,mean (350 kg/m3) [kN] 21,7 37 – Pmax,k (350 kg/m3) [kN] 18,4 29,2 50,6 Fasteners per connection 2* 2* 2* Determination method tests tests calculations Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. nacisk wyciąganie esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS KMR KMRP name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø5×20 ø10×20 KMR 1 ● 4231 80 60 60 2,0 9 3 – 140 20 KMR 2 ● 4232 80 60 60 2,0 9 3 – 140 20 KMR 7 ● 4237 60 60 60 2,0 6 – 1 104 20 KMR 8 ● 4238 80 80 80 2,0 12 – 1 189 20 KMRP 1 ● 4241 60 60 60 2,0 6 – 1 104 20 KMRP 2 ● 4242 80 80 80 2,0 12 – 1 190 20 Loading capacity scheme Nailing scheme Connector KMR 1 KMR 2 KMR 7 KMR 8 KMRP 1 KMRP 2 Loading type pressure pressure pressure pressure pressure pressure Wood moisture [%] – – – – – – Density pmean, 12% [kg/m3] C24 C24 C24 C24 C24 C24 pmax,mean (350 kg/m3) [kN] 6,2 6,2 4,4 7,65 4,37 8,33 Pmax,k (350 kg/m3) [kN] 5,52 5,52 3,7 6,73 3,74 6,9 Fasteners per connection 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. Application Standard angle brackets with universal perforation. Due to the number of holes placed in them, many simple as well as complex connections can be made with these angles. The use of adjustable holes facilitates the installation of non-standard elements and the elimination of expansion stresses. Due to the fact that beam connected together can move relative to each other in a certain range, there are no stresses in the joint due to deformations or changes in wood moisture. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; screws for wood ø10; bolts M10, M12; concrete anchors M10, M12. Perforated adjustable angle bracket Perforated adjustable angle bracket with reinforcement KMR1 KMR2 KMR7 KMR8 KMRP1 KMRP2 a b c coating: ● DX51D + Z275MAC ETA 22/0631 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS KRD Adjustable angle bracket Application Designed for installation of windows and partition walls made of drywall. Adjustable holes can be used for initial assembly, and the final one can be realized with the use of round holes. Correction of the mutual position of the joined elements before nailing is useful in complex structures or requiring precise assembly. The oval holes, in addition to their regulatory function, also act as an expansion joint. Due to the fact that the elements to be connected move between each other in a certain range, there are no stresses in the joint due to deformations or changes in wood moisture. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø6, ø8; bolts M6, M8; concrete anchors M6, M8. a b c name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 KRD 1 ● 4215 50 55 30 2,0 8 ø6,5×23,5; ø8,5×21,5 39 20 KRD 2 ● 4216 70 55 30 2,0 9 ø6,5×23,5; ø8,5×21,5 50 20 KRD 3 ● 4217 80 55 30 2,0 10 ø6,5×48,5; ø8,5×21,5 50 20 KRD 4 ● 4218 120 55 30 2,0 10 ø6,5×58,5; ø8,5×21,5 68 20 KRD 5 ● 4219 60 30 56 2,0 27 ø6,5×23,5 60 20 KRD 6 ● 4220 60 34 56 2,0 27 ø8,5×21,5 58 20 coating: ● DX51D + Z275MAC Loading capacity scheme Nailing scheme Connector KRD 1 KRD 2 KRD 3 KRD 4 KRD 5 KRD 6 Loading type pressure pressure pressure pressure pressure pressure Wood moisture [%] 13,0 12,9 12,8 12,8 16,1 16,1 Density pmean, 12% [kg/m3] 413 416 409 409 453,8 430,8 pmax,mean (350 kg/m3) [kN] 11,1 12,2 13,1 13,1 9,65 8,74 Pmax,k (350 kg/m3) [kN] 7,4 9,5 10,8 10,8 6,1 6,1 Fasteners per connection 2* 2* 2* 2* 1** 1** Determination method tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 14/0425 ETA 14/0425 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ** Forces are for a complete connection including one coupler. ETA 14/0425 ETA 22/0631 KRD1 KRD2 KRD3 KRD4 KRD5 KRD6 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS KR Adjustable angle bracket name coat. art no. dimensions [mm] holes [mm] weight [g] packaging [pcs] a b c ≠ ø5 ø6 ø9 ø11ø13 KR 1 ● 4211 75 65 20 3,0 – 2 – – – ø5×45 59 20 KR 2 ● 4212 60 40 60 2,5 12 – 2 1 – ø11×19 100 20 KR 3 ● 4213 7545654,0 – 3 – – – ø6,5×50 ø6,5×23,5 193 20 KR 5 ● 42110 90 50 50 3,0 12 – – – 2 ø11×19 135 10 Application They have adjustable holes, which facilitates the installation of non-standard elements and the elimination of expansion stresses. Due to the possibility of sliding of the connected elements against each other, there are no stresses in the joint due to deformations or changes in the moisture content of the wood. Material DX51D + Z275; S235 + Z275; DC01 + yellow galvanization. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket; wood screws ø4, ø5, ø6, ø8, ø10, ø12; bolts M5, M6, M8, M10, M12; concrete anchors M5, M6, M8, M10, M12. a b c Loading capacity scheme Nailing scheme Connector KR 1 KR 2 KR 3 KR 5 Loading type pressure pressure pressure pressure Wood moisture [%] 13,4 14,6 14,7 11,5 Density pmean, 12% [kg/m3] 438,8 396,2 408,7 450 pmax,mean (350 kg/m3) [kN] 6,74 12,29 7,53 17,4 Pmax,k (350 kg/m3) [kN] 5,1 6,7 6,3 14,7 Fasteners per connection 1** 1** 1** 2* Determination method tests tests tests tests Certificate ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 15/0725 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ** Forces are for a complete connection including one coupler. coating: ● yellow galvanization ● DX51D + Z275MAC KR1 KR2 KR3 KR5 KR1 KR2 KR3 KR5 ETA 14/0425 ETA 15/0725 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
ANGLE BRACKETS LK name coat. art no. side dimensions [mm] holes [mm] weight [g] packaging [pcs] a b ≠ ø5 LK 1 ● 4661 L 170 32 2,0 20 98 20 LK 2 ● 4662 R 170 32 2,0 20 94 20 LK 3 ● 4663 L 210 32 2,0 28 132 20 LK 4 ● 4664 R 210 32 2,0 28 132 20 LK 5 ● 4665 L 250 32 2,0 36 172 20 LK 6 ● 4666 R 250 32 2,0 36 171 20 LK 7 ● 4667 L 290 32 2,0 44 208 20 LK 8 ● 4668 R 290 32 2,0 44 208 20 a b Rafter connector Application Specially designed connector for fixing rafters. The main advantage of its use is a significant increase in the resistance of the roof to wind blows. Material DX51D + Z275. Mounting ANCHOR nails ø4; ANW – ANCHOR screws ø5 Torx20 socket. Loading capacity scheme Nailing scheme Connector LK 1 LK 2 LK 3 LK 4 LK 5 LK 6 LK 7 LK 8 Loading type pressure pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] – – – – – – – – Density pmean, 12% [kg/m3] C24 C24 C24 C24 C24 C24 C24 C24 pmax,mean (350 kg/m3) [kN] 21,26 21,26 22,16 22,16 22,52 22,52 22,04 22,04 Pmax,k (350 kg/m3) [kN] 19,36 19,36 19,25 19,25 19,91 19,91 19,35 19,35 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ETA 22/0631 coating: ● DX51D + Z275MAC LK1 LK2 LK3 LK4 LK5 LK6 LK7 LK8 esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
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