Order noDimensionsDesign loads x LDabllmmmmmmmmmmmmSteel005207000001M16 ID: 830997
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Bar anchor 4010 GVOrder no.DimensionsDe
Bar anchor 4010 GVOrder no.DimensionsDesign loads x LDabll[mm][mm][mm][mm][mm][mm]Steel0052.070-00001M16 41512252158113480052.070-00002M16 61512252158113480052.070-00003M16 84012252158113480052.070-00022M16 104012252158113480052.070-00004M16 154012252158113480052.070-00024M16 204012252158113480052.070-0000616332671201860052.070-0000716332671201860052.070-0000816332671201860052.070-0000916332671201860052.070-00025M20 224016332671201860052.070-00026M20 354016332671201860052.070-00011M24 705203832903141360052.070-00012M24 1005203832903141360052.070-00013M24 1320203832903141360052.070-00014M24 1840203832903141360052.070-00027M24 2245203832903141360052.070-00032M24 3540203832903141360052.070-00016M30 10552548401144912130052.070-00017M30 15552548401144912130052.070-00018M30 23152548401144912130052.070-00033M30 35552548401144912130052.070-00030M42 101532655414080434820! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 4010 GVnom4010 GVAnchor descriptionThe bar anchor 4010 GV consists of a rebar B500B (untreated) according to EN 10080 (NEN 6008) with crimped sleeve. The sleeve has a metric ISO thread and is zinc galvanized (GV).Bar anchor 4010 FVOrder no.DimensionsDesign loads x LDabll[mm][mm][mm][mm][mm][mm]Steel0052.070-00110M16 41512252158113480052.0
70-00114M16 61512252158113480052.070-
70-00114M16 61512252158113480052.070-0011116332671201860052.070-0011516332671201860052.070-00112M24 705203832903141360052.070-00116M24 1005203832903141360052.070-00113M30 10552548401144912130052.070-00117M30 15552548401144912130052.070-00118M42 10153265541408043480052.070-00119M42 1490326554140804348 A: stress area of the reinforcement bar in mm Design loads are for tension and are the maximum values (yield strength) for pure steel of the rebars: NRd,syd (fydyk / 1.15).In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.21! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 4010 FVnom4010 FVAnchor descriptionThe bar anchor 4010 FV consists of a rebar B500B (untreated) according to EN 10080 (NEN 6008) with a crimped sleeve. The sleeve has a metric ISO thread and is hot-dip galvanized (FV).Technical NotesAccording to the Dutch standard NEN 6146 ªsteel bars for the reinforcement of concreteº, the rebars of the bar anchors must be manufactured with a tolerance of +5 mm / "2 diameter (of rebar) # the existing bonding length of the bar anchors can be calculated as f
ollows:bdbdwith bd = bonding length [mm]
ollows:bdbdwith bd = bonding length [mm]L = total length of bar anchor [mm]l = length of sleeve [mm]D = diameter of rebar [mm]Bar anchor 3016 GVOrder no.DimensionsDesign loads x LDablkmm[mm][mm][mm][mm][mm][mm][mm][mm]Steel0052.090-00001M16 41012292145441.5113480052.090-00002M20 56516352655481.5201860052.090-00003M24 71520463270571.5314136 A: stress area of the reinforcement bar in mm Design loads are for tension and are the maximum values (yield strength) for pure steel of the rebars: NRd,syd (fydyk / 1.15).In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.D22! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 3016 GVnom3016 GVAnchor descriptionThe bar anchor 3016 GV consists of a rebar B500B (untreated) according to EN 10080 (NEN 6008) with a screwed and crimped sleeve and with additional nailing plate (to fix the anchor to the formwork). Technical NotesAccording to the Dutch standard NEN 6146 ªsteel bars for the reinforcement of concreteº, the rebars of the bar anchors are manufactured with an allowable tolerance of +5 mm / "2 diameter (of rebar) # the exis
ting bonding length of the bar anchors c
ting bonding length of the bar anchors can be calculated as follows:bd = L " l " 2 D [mm]with bd = bonding length [mm]L = total length of bar anchor [mm]l = length of sleeve [mm]D = diameter of rebar [mm]The sleeve is zinc galvanized (GV), the internal thread is metric ISO.The maximum screw-in length for bolts is longer compared to the bar anchor 4010 # see table below.crimpedmbBar anchor 3010 A4-80Order no.DimensionsDesign loads x LDabll[mm][mm][mm][mm][mm][mm]Steel0052.030-00006M16 41012292145113480052.030-00007M20 56516352655201860052.030-00008M24 715204632703141360052.030-00009M30 105525604090491213 A: stress area of the reinforcement bar in mm Design loads are for tension and are the maximum values (yield strength) for pure steel of the rebars: NRd,syd (fydyk / 1.15).In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.23! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 3010 A4-80nom3010 A4-80Anchor descriptionThe bar anchor 3010 A4-80 consists of a rebar B500B (untreated) according to EN 10080 (NEN 6008) with a screwed and crimped sleeve. Technical No
tesAccording to the Dutch standard NEN 6
tesAccording to the Dutch standard NEN 6146 ªsteel bars for the reinforcement of concreteº, the rebars of the bar anchors are manufactured with an allowable tolerance of +5 mm / "2 diameter (of rebar) # the existing bonding length for bar anchors can be calculated as follows:bd = L " l " 2 D [mm]with bd = bonding length [mm]L = total length of bar anchor [mm]l = length of sleeve [mm]D = diameter of the rebar [mm]crimpedThe sleeve has a metric ISO thread and is made of stainless steel (strength class A4-80).Bar anchor 1980-S GVOrder no.DimensionsDesign loads x Labll[mm][mm][mm][mm][mm]Steel0020.210-00001M12 x 4002315.53584170020.210-00002M12 x 6002315.5358417 : stress area of screwed in bolt/bar in mm Design loads are for tension and are the maximum values for pure steel of the threaded bars.In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.24! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 1980-S GVnom1980-S GVAnchor descriptionThe bar anchor 1980-S GV consists of a threaded rod (untreated, quality 4.6) with a screwed and crimped sleeve. The sleeve has a metri
c ISO thread and the surface is zinc gal
c ISO thread and the surface is zinc galvanized (GV).Technical NotesThe existing bonding length of bar anchors can be calculated as follows:bd = L " l [mm]with bd = bonding length [mm]L = total length of bar anchor [mm]l = length of sleeve [mm]crimpedAlternatively sleeves are available on request as hot-dip galvanized or in stainless steel.Bar anchor 1988-S GVOrder no.DimensionsDesign loads x Labll[mm][mm][mm][mm][mm]Steel0020.210-00101M12 x 4352315.53584330020.210-00102M12 x 6352315.53584330020.210-00103M16 x 585292145161630020.210-00104M20 x 73535265524596 : stress area of the threaded connector in mm Design loads are for tension and are the maximum values for pure steel of the threaded connectors.In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.25! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 1988-S GVnom1988-S GVAnchor descriptionThe bar anchor 1988-S GV consists of a threaded rod (untreated, quality 8.8) with a screwed and crimped sleeve. The sleeve has a metric ISO thread and the surface is zinc galvanized (GV).Technical NotesThe existing bonding length o
f bar anchors can be calculated as follo
f bar anchors can be calculated as follows:bd = L " l [mm]with bd = bonding length [mm]L = total length of bar anchor [mm]l = length of sleeve [mm]crimpedAlternatively, sleeves are available on request as hot-dip galvanized or in stainless steel.Bar anchor 4030 GVOrder no.DimensionsDesign loads ± DL minabll[mm][mm][mm][mm][mm][mm]Steel0052.159-00001M16 - é12225252158113480052.159-00002M20 - é16 233332671201860052.159-00003M24 - é20 2383832903141360052.159-00004M30 - é25 33848401144912130052.159-00005M42 - é32 3956554140804348Bar anchor 4030 FV0052.159-00011M16 - é12225252158113480052.159-00012M20 - é16 233332671201860052.159-00013M24 - é20 2383832903141360052.159-00014M30 - é25 33848401144912130052.159-00015M42 - é32 3956554140804348 : stress area of the reinforcement bar in mm Design loads are for tension and are the maximum values for pure steel of the rebars: NRd,syd (fydyk / 1.15). In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.nom26! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bar Anchor 4030 GV / FVAnchor descriptionThe special bar anchors 4030 GV and 4030 FV
consist of a rebar B500B (untreated) acc
consist of a rebar B500B (untreated) according to EN 10080 (NEN 6008) with a crimped sleeve on both ends. The sleeves have metric ISO threads and are available either in zinc galvanized (GV) or hot-dip galvanized (FV). This product is made on request; please specify required length when ordering.4030 GV / FVSpecify size L when orderingSpacer 1554 GVOrder no.DimensionsDesign loads L minabls s [mm][mm][mm][mm][mm][mm]Steel0020.229-00001M122002315.53584170020.229-00002M16200292145157310020.229-00003M20200352655245490020.229-00004M2420046327035571M302206040905601120020.229-00006M362507447.51108171630020.229-00007M4225068541101122224Spacer 1554 FV0020.229-00011M122002315.53584170020.229-00012M16200292145157310020.229-00013M20200352655245490020.229-00014M24200463270355710020.229-00015M302206040905601120020.229-00016M362507447.51108171630020.229-00017M4225068541101122224 : stress area of screwed in bolt/bar in mm Design loads are for tension and are the maximum values for pure steel of the threaded bars.In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.27! 2016 HALFEN ´ DE
MU-FIX 16-E ´ www.halfen.com BAR ANCHOR
MU-FIX 16-E ´ www.halfen.com BAR ANCHORSSpacer 1554 GV / FVnomSpecify size L when ordering1554 GV / FVAnchor descriptionThe bar anchors 1554 GV and 1554 FV consist of a threaded rod (untreated, quality 4.6) with screwed and crimped sleeves on both ends. The sleeves have metric ISO threads and are available with a surface treatment either in zinc galvanized (GV) or in hot-dip galvanized (FV).This product is made on request; please specify required length when ordering.crimpedSpacer 1554 A4-80Order no.DimensionsDesign loads L minabll[mm][mm][mm][mm][mm][mm]Steel0020.229-00021M122002315.53584170020.229-00022M16200292145157310020.229-00023M20200352655245490020.229-00024M24200463270355710020.229-00025M30220604090560112 : stress area of screwed in bolt/bar in mm Design loads are for tension and are the maximum values for pure steel of the threaded bars.In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.nom28! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Spacer 1554 A4-801554 A4-80Anchor descriptionThe bar anchor 1554 A4-80 consists of a threaded rod (untreated
, quality 4.6) with screwed and crimped
, quality 4.6) with screwed and crimped sleeves on both ends. The sleeves have metric ISO threads and are made of stainless steel (strength class A4-80).This product is made to order; please specify required length when ordering.crimpedSpecify size L when orderingSpacer 1558 GVOrder no.DimensionsDesign loads L minabll[mm][mm][mm][mm][mm][mm]Steel0020.229-00101M122002315.53584330020.229-00102M16200292145161630020.229-00103M20200352655245960020.229-00104M242004632703851500020.229-00105M302206040906052370020.229-00106M362507447.51108263230020.229-00107M4225068541101002392Spacer 1558 FV0020.229-00111M122002315.53584330020.229-00112M16200292145161630020.229-00113M20200352655245960020.229-00114M242004632703851500020.229-00115M302206040906052370020.229-00116M362507447.51108263230020.229-00117M4225068541101002392 : stress area of the threaded connector in mm Design loads are for tension and are the maximum values for pure steel of the threaded connectors.In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.29! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Spacer 1558 GV
/ FV1558 GV / FVAnchor descriptionThe
/ FV1558 GV / FVAnchor descriptionThe bar anchors 1558 GV and 1558 FV consist of a threaded rod (untreated, quality 8.8) with screwed and crimped sleeves on both ends. The sleeves have metric ISO threads and are available either zinc galvanized (GV) or hot-dip galvanized (FV).This product is made on request; please specify required length when ordering.crimpedSpecify size L when orderingnomSpacer 1558 A4-80Order no.DimensionsDesign loads L minabll[mm][mm][mm][mm][mm][mm]Steel0020.229-00121M122002315.53584450020.229-00122M16200292145157840020.229-00123M202003526552451310020.229-00124M242004632703551890020.229-00125M30220604090560299 : stress area of screwed in bolt/bar in mm Design loads are for tension and are the maximum values for pure steel of the threaded bars.In addition, the load capacity of the bar anchor embedded in concrete has to be checked for compliance with EN 1992-1-1, chapter 8.4 (NEN 6720 art. 9.6 and 9.16). The required bonding strength depends mainly on the strength class of the concrete and has to be veri® ed.nom30! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Spacer 1558 A4-801558 A4-80Anchor descriptionThe bar anchor 1558 A4-80 consists of a threaded rod (untreated, quality 8.8) with screwed and crimped sleeves on both ends. The sleeves have metric ISO
threads and are made of stainless steel
threads and are made of stainless steel (strength class A4-80).This product is made on request; please specify required length when ordering.crimpedSpecify size L when ordering3010 ± 3016dnom[mm]Y min[mm]Lb min[mm]V [mm]$12M1620014533$16M2020018545$20M2420021555$25M3029028070 V = Change of length; L = Lb + Y " VNote: Required bonding length has to be verified acc. to valid national standards1980-SY min[mm]Lb min[mm]V V max. 1250 mmM1220014533max. 1250 mmM1620016545max. 1250 mmM2020019555 V = Change of length; L = Lb + Y " VNote: Required bonding length has to be verified acc. to valid national standards4010dnom[mm]Y min[mm]Lb min[mm]V V $12M1620014033$16M2020016045$20M2420021055$25M3029027570$32M4233032590 V = Change of length; L = Lb + Y " VNote: Required bonding length has to be verified acc. to valid national standardsU-shapeddnom[mm]B min min Lb min[mm]2 V V$12M1614014066$16M2016516090$20M24210210110$25M30290275140$32M42350325180 V = Change of length; L = Lb + Y " V Note: Required bonding length has to be verified acc. to valid national standards 31! 2016 HALFEN ´ DEMU-FIX 16-E ´ www.halfen.com BAR ANCHORS Bending of bar anchorsCustom bending1980-S 4010 3010 ± 3016Lb5 D5 DU-shaped bar anchors· 1988-S 8.8 cannot be bent%· Bent bar anchors are made to ordernomnomnomLb5 dnomLb5 DLb5