回HALFEN 哈芬

HALFEN化学锚栓

产品技术手册

Bonded Anchor Technical Information

Leviat

混凝土后锚固 化学锚栓 Post-installed anchorage Bonded Anchor

目录 Contents

HBA-C Product Overview

1.1基本信息 Basic Information 6
1.2承载力LoadCapacity 7
1.3安装 Installation 15

HBA-T Product Overview

2.1基本信息 Basic Information 20
2.2承载力LoadCapacity 21
2.3安装Installation 33

HBA-TProductOverview

3.1基本信息 Basic Information 39
3.2承载力LoadCapacity 40
3.3安装Installation 74

承载力（单个锚栓）基于混凝土强度C20/25和标准锚栓边距、间距。当混凝土强度、锚栓间距、锚栓边距及其他边界条件发生变化时，承载力需重新核算。

Resistances(singlefastener)arebasedonconcrete strength C2O/25andstandardanchoredgedistance, anchorspacing.Resistanceshouldbecalculatedincase ofchangeoftheconcretegrade,anchoredgedistance, anchorspacing,otherBCsandcombinationsthereof.

HBA哈芬化学锚栓

Halfen Bonded Anchor

后锚固化学锚栓

后锚固技术因其简单快捷的安装方式，和灵活多变的定位设计，在过去几十年被广泛应用于钢-混凝土连接领域。化学锚栓在承受静荷载/准静荷载、疲劳荷载以及抗震方面表现优异，是后锚固技术中最常应用的产品之一。化学锚栓通过其特有的外形设计 (沿杆部长度方向设置螺纹或倒锥）与锚固胶有效结合在一起，通过锚固胶与混凝土基材之间的高强度粘结力，将施加在锚栓上的荷载传递至混凝土基材。相比机械锚栓，化学锚栓能适用边距、间距更小的应用场景。

Post-installed bonded anchor

Post-installed fixing technology is widely used in steel-to-concrete connection due to its convenient installation procedure as well as flexible positioning over the past decades.As one of the mostly applied product in post-installed fixing technology, bonded anchor has excellent performance on anchorage capacities understatic/quasi-static,fatigue as well as seismic loading conditions.Bonded anchor isspecificallydesignedoverthe lengthofshaft withthreadorinvertedconetobewellbondedwith chemical compounds totransfer the loads to base concrete material by the bondingperformance between concrete and adhesive.Different from mechanical anchor,bondedanchor can be used to anchorage conditions with less anchor spacingand edge distance.

哈芬化学锚栓HalfenBondedAnchor

倒锥形锚栓 Special Inverted-cone anchor

·锚栓规格：M12、M16、M20、M24
·性能等级：5.8、8.8
·表面处理方式：电镀锌、热浸镀锌
·Anchor type:M12,M16,M2O,M24
·Property class:5.8,8.8
·Surface treatment:electroplated, hot-dip galvanized

全牙丝杆或钢筋Threadedrodorrebar

·锚栓规格：M8、M10、M12、M16、M20、M24、M27、M30 8、Φ10、Φ12、Φ14、Φ16、\Phi 2 0$ 、Φ25、Φ28、Φ32
·性能等级：碳钢-5.8、8.8、10.9、12.9，不锈钢-50、70、80
·表面处理方式：碳钢-电镀锌、热浸镀锌，不锈钢-A2、A4、HCR
·使用年限：50年，100年
·Anchor type:M8、M10、M12、M16、M20、M24、M27、M30\Phi 8 ， \Phi 1 0 ， \Phi 1 2 、Φ14、 \Phi 7 6 ， \Phi 2 0 ， \Phi 2 5 ， \Phi 2 8 、Φ32
·Property class:Carbon steel-5.8,8.8,10.9,12.9,SS-50,70,80
·Surface treatment: Carbon steel - electroplated, hot-dip galvanized,SS -A2,A4,HCR
·Working life:50 years,10O years

Leviat

HBA哈芬化学锚栓

Halfen BondedAnchor

产品优势 Product benefits

材料

为满足不同项目的力学和防腐要求，哈芬化学锚栓可根据客户需求提供性价比最优的方案。

·碳钢材质。锚栓强度等级包括5.8、8.8、10.9和12.9级，表面处理方式为电镀锌或热浸镀锌。
·不锈钢材质。当项目所在地有更高防腐要求，可选用不锈钢锚栓产品，强度等级包括50、70和80级，防腐等级为A2和A4两种。
·超级不锈钢材质。对于极端恶劣情况，我们还可以提供HCR超级不锈钢产品。

Material

Tomeet various requirement of both mechanical andcorrosion-resistance,HALFENbondedanchor can be specifically produced with the best priceperformance productbased on inquiry from customer.

·Carbon steel.Property class of 5.8,8.8,10.9 and 12.9 are included in the product range with surface treatment of EPS or H.D.G.
·Stainless steel.When a higher corrosion-resistance class isnecessary for theapplication,alternatives ofstainless-steel productcanbeprovidedwith property class of 50,70 as well as8O.The CRC includes A2 and A4.
·High-corrosion resistance stainless steel.For thoseapplications in highcorrodeenvironment, HCR stainless steel can also be delivered.

基材条件 Base material conditions

哈芬化学锚栓适用于开裂/非开裂混凝土中的三种钻孔状态：干燥、潮湿、明水。

HALFEN bondedanchor can beapplied to three borehole conditionsof dry,wetaswellas flooded in both crackedanduncrackedconcrete.

荷载类型Loadtypes

除静荷载之外，HBA亦可用于承担地震作用（C1，C2）以及疲劳荷载。

naddition tostatic load,HAB hasalsothecapabilityof bearing seismicaction (C1,C2)andfatigue load

HBA哈芬化学锚栓

Halfen Bonded Anchor

产品优势 Product benefits

服役温度In-service temperature

HBA在3种温度范围内依然具备可观的承载力，满足不同环境需求。

HBA is applicable for three kinds of in-service temperature within which the resistance of the HBA is still considerable to meet different requirement from variableapplicationenvironment.

认证与测试Assessmentand test

HBA具备国际权威机构EOTA颁布的ETA报告，为项目安全保驾护航。

We have the ETA reportissued byauthoritative internationalorganization EOTA based on which the safety of your projects can be ensured.

CE Europ. Techn. Bewertung European Technical Assessrm

ETA报告(进行中） ETA report

方案计算 Dimensioning

根据HBA产品适用边界条件和承载力，我们可为项目提供详实的计算报告。当应用场景超出适用条件时，我们将根据实际项目条件（例如边距、间距、混凝土强度与状态等）核算产品承载力，确保安全锚固/连接。

We can provide the detailed calculation sheet in accordance with BCs and the resistance of HBA.When the prerequisites are outof the BCs,we can calculate the resistance based on the real conditions (e.g.edge distance,spacing,concrete condition,etc.) to guarantee safe anchorage/connection.

Leviat

HBA-C哈芬化学锚栓

Halfen Bonded Anchor 化学锚栓尺寸Bonded Anchordimensions 表1产品尺寸 Table1Productdimensions

产品型号Productdesignation

① 产品名称Article name
② 螺杆规格 Thread diameter
③ 锚固深度 Embedment depth
④ 总长度Total length
⑤ 表面处理方式/材质 Surface treatment/material
⑥ 性能等级 Steel grade

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级

Bonded Anchor resistance(Static /Quasi-static) 5.8 property class

表2承载力设计值Table2 Design resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级

Bonded Anchor resistance(Static /Quasi-static) 5.8 property class

表3承载力许用（建议）值 Table3Permissible (recommended) resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力5.8级

Bonded Anchor seismic design resistance 5.8 property class

表4承载力设计值

Table4 Design resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力5.8级

Bonded Anchor seismic design resistance 5.8 property class

表5承载力设计值

Table5Design resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级

Bonded Anchor resistance(Static /Quasi-static) 8.8 property class

表6承载力设计值Table 6 Design resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级

Bonded Anchor resistance(Static /Quasi-static) 8.8 property class

表7承载力许用（建议）值 Table7Permissible (recommended) resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力8.8级

Bonded Anchor seismic design resistance 8.8 property class

表8承载力设计值

Table8 Design resistance

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力8.8级

Bonded Anchor seismic design resistance 8.8 property class

表9承载力设计值

Table9 Design resistance

HBA-C哈芬化学锚栓

HalfenBondedAnchor

化学锚栓安装数据

Bonded Anchor installation data

表10安装参数

Table1O Installationdata

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓安装数据

Bonded Anchor installation data

表11钢制毛刷尺寸

Table11Geometryofthesteel brush

表12操作时间和养护时间

·如果钻孔处于潮湿或明水状态，表12中的养护时间需加倍·锚固胶筒温度不得低于 + 5 ^ { \circ } C

·In wet concrete or water filled holes the curing time must be doubled ·Minimum cartridge temperature + 5 ^ { \circ } C

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

·根据设计要求，使用专用工具在指定点位钻孔
·钻孔方向应垂直于混凝土面，角度偏差±5°
·钻孔深度应满足表10要求
·Hammer drill is used to drill hole at the design required position ofthe anchor
·Drilling vertically to the concrete surface with tolerance of ± 5 ^ { \circ }
·Borehole depth should fulfil the requirement of Table 10
·使用气筒或其它适当工具清理钻孔积灰至少2次
·气管深入长度不低于钻孔深度
·确保钻孔内部清洁
·Use inflator or other appropriate tools to clean the dust in the drill hole at least twice
·The length of inserted air tube should be no less than hole depth
·Ensure the cleanliness inside of the hole
·按照表11尺寸要求选取与锚栓匹配的钢刷，且钢刷应足够长以便能伸 入钻孔底部
·多次使用过的钢刷钢丝可能产生变形导致钢刷直径变小，如果钢刷可 毫无阻力深入钻孔，应立即更换新钢刷
·将钢刷安装至电动工具，在钻孔深度范围内前后移动（并旋转）清理 至少2次
·Select the right steel brush matched with the anchor acc. to Table 11, the brush should be long enough to reach the bottom ofthe borehole
·The steel brush dia.may be reduced due to many times of brushing,if the brush can be pushed into the borehole without any resistance,it must be replaced witha newone
·Chuck the brush into drill machine,turn on the machine and brush the borehole back and forth (rotating) along the entire hole at least twice

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

·使用气筒或其它适当工具清理钻孔积灰至少2次
·气管深入长度不低于钻孔深度
·确保钻孔内部清洁
·Use inflator or otherappropriate tools to clean the dust in the drill holeatleasttwice
·The length of inserted air tube should be no less than hole depth
·Ensure the cleanliness inside of the hole
·核实并确保锚固胶在保质期内
·将胶筒安装至胶枪（确保胶管内螺旋部件清晰可见）
·在注入钻孔之前，先打出约10cm锚固胶，直至胶体颜色稳定
·将胶嘴深入钻孔并抵在钻孔底部，从钻孔下侧开始注胶的同时缓慢将胶 管外移，避免出现气孔
·注满钻孔约2/3时停止注胶
·Checktheadhesive iswithinthe expiration date
·Attach the cartridge onto the dispenser (ensure the helix in the mixer visible)
·Before injecting the borehole,stroke outa line of approx.1Ocm until it shows a consistent color
· Put the nozzle into the borehole until contact with the end of the hole,while inject the adhesive starting from the bottom of the hole remove the mixer slowly out of the hole,any burbles must be avoided
·Stop injection until approx.2/3 of the borehole is filled

·确保锚杆表面整洁，无落灰无油污·将锚杆垂直旋入钻孔直至抵住钻孔底部、多余胶体溢出·在允许操作时间（见表12， \ t _ { \mathsf { w o r k } } ）内完成安装

·Ensure the cleanliness of the anchor rod without oil and dust ·Push the anchor rod into the borehole until contact the end and excessmortarseeps fromthe hole ·Finish the installation within processing time ( { : } { t } _ { \mathsf { w o r k } } , see Table 13)

HBA-C哈芬化学锚栓

Halfen Bonded Anchor

·目视有胶体溢出并分布在锚杆周围
·按照表12中温度和时间要求进行养护，养护期间不得移动锚杆、施加荷载
·如果钻孔垂直向下，应使用适当配件（如木楔）将锚杆进行固定，防止其在胶体养护完成之前坠落

·Check by eyes that the excess mortar seeps out and around the vicinity of the anchor rod ·Curing the mortar acc.to Table 12 during which time the rod must not be moved and loaded · If the borehole is vertical,appropriate tools (e.g. timerwedge) should be applied to prevent the anchor rod from falling before the curing time ·去除溢出的胶体，确保锚杆周边混凝土面整洁 ·使用配套垫片、螺母，按照扭矩要求将被连接件与锚栓连接 ·Remove the excess mortar and keep the concrete surface clean ·Connect the fixture to the anchor by right torquing with washer and nut

HBA-T哈芬化学锚栓

Halfen Bonded Anchor 化学锚栓尺寸Bonded Anchordimensions 表13产品尺寸 Table13Productdimensions

产品型号Productdesignation

① 产品名称 Article name
② 螺杆规格 Thread diameter
③ 锚固深度 Embedment depth
④ 总长度Total length
⑤ 表面处理方式/材质 Surface treatment/material
⑥ 性能等级 Steel grade

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级

Bonded Anchor resistance(Static /Quasi-static) 5.8 property class

表14承载力设计值Table14 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级

Bonded Anchor resistance(Static /Quasi-static) 5.8 property class

表15承载力许用（建议）值Table15Permissible(recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力5.8级

Bonded Anchor seismic design resistance 5.8 property class

表16承载力设计值

Table16 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力5.8级

Bonded Anchor seismic design resistance 5.8 property class

表17承载力设计值Table17 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级

Bonded Anchor resistance(Static /Quasi-static) 8.8 property class

表18承载力设计值Table18 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级

Bonded Anchor resistance(Static /Quasi-static) 8.8 property class

表19承载力许用（建议）值Table19Permissible(recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力8.8级

Bonded Anchor seismic design resistance 8.8 property class

表20承载力设计值Table 20 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力8.8级

Bonded Anchor seismic design resistance 8.8 property class

表21承载力设计值

Table21 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70
Bonded Anchorresistance(Static/Quasi-static)A2/A4/HCR-70

表22承载力设计值Table22Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70
Bonded Anchorresistance(Static/Quasi-static)A2/A4/HCR-70

表23承载力许用（建议）值 Table23Permissible (recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力A2/A4/HCR-70

Bonded Anchor seismic design resistance A2/A4/HCR-70

表24承载力设计值

Table 24 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓抗震设计承载力A2/A4/HCR-70

Bonded Anchor seismic design resistance A2/A4/HCR-70

表25承载力设计值Table 25Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓安装数据

Bonded Anchor installation data

表26安装参数Table26 Installationdata

·活塞阀，用于顶部及水平朝向锚栓安装 ·Piston plug is applied to overhead and horizontal installation

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓安装

BondedAnchorinstallation

表28操作时间和养护时间

Table 28Processing timeandcuring time

·如果钻孔处于潮湿或明水状态，养护时间需加倍

·In wet concrete or water filled holes the curing time must be doubled

Table29 Installationmethodand procedure

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

·根据设计要求，使用专用工具在指定点位钻孔
·钻孔方向应垂直于混凝土面，角度偏差±5°
·钻孔深度应满足表26要求
·Hammer drill is used to drill hole at the design required position of theanchor
·Drilling vertically to the concrete surface with tolerance of ± 5 ^ { \circ }
·Borehole depth should fulfil the requirement of Table 26
·使用气筒(适用d范围：10\~20mm) 清理钻孔积灰至少4次
·气管深入长度不低于钻孔深度
·确保钻孔内部清洁
·Use inflatorto clean the dust in the drill hole at least four times
·The length of inserted air tube shouldbeno less than hole depth
·Ensure the cleanliness inside of the hole
·按照表27尺寸要求选取与锚栓匹配 的钢刷，且钢刷应足够长以便能伸 入钻孔底部
·多次使用过的钢刷钢丝可能发生变 形导致钢刷直径变小，如果钢刷可 毫无阻力深入钻孔，应立即更换新 钢刷
·将钢刷安装至电动工具，在钻孔深 度范围内前后移动（并旋转）清理 至少4次
·Select the right steel brush matched with the anchor acc. to Table 27,the brush should be long enough to reach the bottom of the borehole
·The steel brush dia.may be reduced due to many times of brushing,if the brush can be pushed into the borehole without any resistance,it must bereplacedwithanewone
·Chuck the brush into drill machine,turn onthemachine and brush the borehole back and forth (rotating) along the entire holeatleastfourtimes
·使用气筒或其它适当工具清理钻孔 积灰至少4次
·气管深入长度不低于钻孔深度
·确保钻孔内部清洁
·Use inflator or otherappropriate tools to clean the dustin the drill holeat least four times
·The length of inserted air tube should be no less than hole depth
·Ensure the cleanliness inside of the hole

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

·使用气动吹尘枪（适用do范围： 10\~40mm）清理钻孔积灰至少4次
·气管深入长度不低于钻孔深度
·确保钻孔内部清洁
·Use inflator or other appropriate tools to clean the dust in the drillholeat leastfourtimes
·The lengthofinsertedairtube should be no less than hole depth
·Ensure the cleanliness inside of the hole
·按照表27尺寸要求选取与锚栓匹配 的钢刷，且钢刷应足够长以便能伸 入钻孔底部
·多次使用过的钢刷钢丝可能发生变 形导致钢刷直径变小，如果钢刷可 毫无阻力深入钻孔，应立即更换新 钢刷
·将钢刷安装至电动工具，在钻孔深 度范围内前后移动（并旋转）清理 至少4次
·Select the right steel brush matchedwiththeanchoracc. toTable27,thebrushshould be long enough to reach the bottom of the borehole
·The steel brush dia.may be reduced due to many times of brushing,if the brush can be pushed into the borehole without any resistance,it must be replaced witha new one
·Chuck the brush into drill machine,turn onthemachine andbrush the borehole back and forth (rotating) along the entire holeat least four times
·使用气动吹尘枪清理钻孔积灰至少 4次
·气管深入长度不低于钻孔深度
·确保钻孔内部清洁
·清洁工作完成之后、注胶之前，采 取适当措施防止钻孔被污染
·Use inflator orotherappropriate tools to clean the dustin the drill holeat least fourtimes
·The length of inserted air tube should be no less than hole depth
·Ensure the cleanliness inside of the hole
·After cleaning,appropriate way shall be applied to protect the borehole fromcontamination before dispensing

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

·核实并确保锚固胶在保质期内
·将胶筒安装至胶枪（确保胶管内螺 旋部件清晰可见）
·将胶嘴与胶筒旋拧安装，然后整体 置于胶枪上
·如安装中断时间超过表28中twork要 求，或者更换新的胶筒，均需同步 更换新的胶嘴
·Check the adhesive is within the expirationdate
·Attach the cartridge onto the dispenser (ensure the helix in the mixer visible)
·Attach supplied static-mixing nozzle to the cartridge and load the cartridge into the correct dispensing tool
·Forevery working interruption longer than the maximum working time \tau _ { { w o r k } } in table28 as well as for new cartridges,a new static mixershall beused
·根据表27尺寸要求，切割活塞阀， 以便匹配钻孔尺寸
·Cut the piston plug according to table27tomatchthediameter of injection plug with the hole diameter
·按照锚固深度要求对锚杆进行标记
·确保锚杆整洁无污染，例如灰尘、 油污或其他材料
·Markembedment depth on the anchor rod,suchas threaded rodand rebar
·The anchor rod should be free of dirt,grease,oil or other foreignmaterial

·将活塞阀、延长管组装至胶嘴 · Piston plug and the nozzle extension should be used with thenozzle

·在注入钻孔之前，先打出部分锚固 胶，直至胶体颜色稳定 ·Before injectingthe borehole, stroke outadhesive until the color is even

·将胶嘴深入钻孔并抵在钻孔底部， 从钻孔下侧开始注胶的同时缓慢将 胶管外移，避免出现气孔 ·注满钻孔约2/3时停止注胶 ·Put the nozzle into the borehole until contact with the end of the hole,while inject the adhesive starting from the bottom of the hole remove the mixer slowly out of the hole,any burbles must be avoided ·Stop injection until approx.2/3 of the borehole is filled

HBA-T哈芬化学锚栓

Halfen Bonded Anchor·将活塞阀深入钻孔并抵在钻孔底部，从钻孔底部开始注胶的同时在锚固胶的推理下，活塞阀缓慢外移，避免出现气孔·注满钻孔约2/3时停止注胶

·确保锚杆表面整洁，无落灰无油污
·将锚杆垂直旋入钻孔直至抵住钻孔 底部、多余胶体溢出
·在允许操作时间（见表28， \ t _ { \mathsf { w o r k } } ） 内完成安装
·Put the piston plug into the borehole until contact with the end of the hole,while inject the adhesive starting from the bottom of the hole the plug will be slowly pushed out by the backpressure from the injected mortar,anyburblesmustbe avoided
·Stop injection until approx.2/3 of the borehole is filled

·锚杆与钻孔之间的孔隙须完全被锚固胶填满且无缝隙，否则在最长操作时间内重新执行安装流程

·Ensure the cleanliness of the anchor rod without oil and dust
·Push the anchor rod into the borehole until contact the end andexcessmortarseeps from the hole
·Finish the installation within processing time { \Delta } [ { t } _ { { w o r k } } , see Table 28)

·Annular gap between anchor rodandbasematerialmustbe completely filledwithmortar. Otherwise,the installation must be repeated starting fromstep 8 before the maximum working timereached

·如果钻孔垂直向下，应使用适当配 件（如楔子）将锚杆进行固定，防 止其在胶体养护完成之前坠落 · Ifthe borehole isvertical, appropriate tools (e.g.wedge) should be applied to prevent the anchor rod from falling before the curing time

·按照表28温度和时间要求进行养护，养护期间不得移动锚杆、施加荷载

·Curing the mortar acc.to Table 28 during which time the rod mustnot bemovedand loaded

·去除溢出的胶体，确保锚杆周边混 凝土面整洁
·使用配套垫片、螺母，按照扭矩要 求将被连接件与锚栓连接
·Remove the excess mortar and keep the concrete surface clean
·Connect the fixture to the anchor by right torquing with washerand nut

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓尺寸BondedAnchordimensions

表30产品尺寸Table3OProductdimensions

产品型号Product designation

① 产品名称 Article name
② 螺杆规格 Thread diameter
③ 锚固深度 Embedment depth
④ 总长度Total length
⑤ 表面处理方式/材质 Surface treatment/material
⑥ 性能等级 Steel grade

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 5.8 property class HD&HDB 50 /10O years

表31承载力设计值Table31 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 5.8 property class HD&HDB 5O /10O years

表32承载力许用（建议）值 Table 32Permissible (recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 5.8 property class HD&HDB 5O /10O years

表33承载力设计值Table 33 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）5.8级HD&HDB50/100年HBA-T resistance(Static / Quasi-static) 5.8 property class HD&HDB 50 /10O years

表34承载力许用（建议）值Table34Permissible(recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 8.8 property class HD&HDB 5O /100 years

表35承载力设计值Table 35 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 8.8 property class HD&HDB 50 /100 years

表36承载力许用（建议）值Table36Permissible(recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 8.8 property class HD&HDB 5O /10O years

表37承载力设计值Table 37 Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）8.8级HD&HDB50/100年HBA-T resistance (Static / Quasi-static) 8.8 property class HD&HDB 5O /10O years

表38承载力许用（建议）值Table38Permissible(recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70HD&HDB5O/100年HBA-T resistance(Static /Quasi-static) A2/A4/HCR-7O HD&HDB 5O /100 years

表39承载力设计值Table39Design resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70HD&HDB5O/100年HBA-T resistance(Static /Quasi-static) A2/A4/HCR-7O HD&HDB 5O /100 years

表40承载力许用（建议）值 Table 4O Permissible (recommended) resistance

HBA-T哈芬化学锚栓

Halfen Bonded Anchor

化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70HD&HDB5O/100年HBA-T resistance(Static /Quasi-static) A2/A4/HCR-7O HD&HDB 5O /100 years

表41承载力设计值Table 41 Design resistance