喜利得锚栓应用

喜利得HVA 化学锚栓系统

分类: 喜利得化学锚栓

发布时间: 2012-09-14 11:40

在高负载、振动负载下的可靠固定

基材

 混凝土

 天然硬质石材

材质

 聚胺酯丙烯酸脂 + 石英砂

应用

 震动负载下，小间距、小边距的重型设备安装或结构固定

 包含HVU粘着药剂包与HAS螺杆或HIS-N内螺纹套管

特点

 无裂缝混凝土上的重型化学紧固

 幕墙，钢结构及设备基础的强效后置锚固

 固化时间快，提升施工效率

 杰出的长期性、抗震性及耐火性能 可满足结构50年耐久性能要求

 对混凝土基材不产生挤压应力，适用于小边距、小间距的重型锚固

 新一代塑料药剂包，易保存，不易碎

 特殊倒钩外形，方便不规则孔洞及垂直头顶 的安装

 安全环保，可用于饮用水设备安装

基本设计参数

尺寸 M10 M12 M16 M20 M24

锚固深度hnom(mm) 90.00 110.00 125.00 170.00 210.00

设计拉力NRd(kN) 16.60 23.80 34.70 62.90 90.60

设计剪力VRd(kN) 12.60 18.30 34.60 54.00 77.80

孔径（mm） 12.00 14.00 18.00 24.00 28.00

螺杆长度I(mm) 130.00 160.00 190.00 240.00 290.00

固化时间参照表

基材温度℃ 静置时间Trel

固化时间Tcue

-5-0 60分钟 5小时

0-10 30分钟 60分钟

10-20 20分钟 30分钟

20-40 8分钟 20分钟

1 / 2013

211HVZ 化学锚栓

HVZ 化学锚栓

粘结系统特点

喜利得

HVU-TZ

泊管药剂包- 适合裂缝和非裂缝混凝土，

C 20/25到C 50/60

- 高承载力

- 适合干燥和浸泡水混凝土基材

HAS-TZ

HAS-R-TZ

HAS-HCR-TZ 螺杆

混凝土张力区耐火耐腐蚀高抗腐蚀抗疲劳抗冲击欧洲技术

认证CE标志PROFIS

Anchor

设计软件

认证 / 证书

名称颁发机构 / 实验室编号. / 签发日期

European technical approval a)DIBt, BerlinETA-03/0032 / 2008-09-29

Approval for shockproof fastenings

in civil defence installationsFederal Office for Cicil Protection,

BernBZS D 09-602 / 2009-10-28

Fatigue loadingDIBt, BerlinZ-21.3-1692 / 2012-03-07

Fire test report ZTV-TunnelIBMB, BraunschweigUB 3357/0550-2 / 2001-06-26

Fire test reportIBMB, BrunswickUB 3357/0550-1 / 2001-04-17

Assessment report (fire)warringtonfireWF 166402 / 2007-10-26

a) 本章节所有数据依据ETA-03/0032, 签发于 2008-09-29.

基本承载力数据 (单根锚栓)

本章节所有数据适用于 具体请参考简化设计方法

- 正确安装(参考安装指引)

- 无边、间距影响

- 钢材l 破坏

- 基材厚度如表格所述

- 埋置深度如表格所述

- 单根 锚栓材质如表格所述

- 混凝土等级 C 20/25, f

ck,cube = 25 N/mm²

龙源期刊网

浅谈围护结构墙面檩条的发展趋势

作者：张乃文

来源：《中小企业管理与科技·上旬刊》2017年第08期

【摘 要】随着社会发展与时代进步，传统工业建筑的外立面已经从简单、单一 ，发展到如今多元、现代、大方、美观的幕墙效果，与其配套的墙面檩条的节点处理也越来越复杂。论文结合实际项目介绍了电子厂房墙面檩条的相关问题，如武汉华星光电项目主要介绍悬挑构件的处理方法，合肥京东方项目主要介绍泄爆墙节点做法，详细剖析了泄爆过程。

【Abstract】With the development of society and the progress of the times， the facade of

traditional industrial buildings has changed from simple， single developed to modern， generous

and beautiful curtain wall effect. Its matching wall purlin node’s processing is more and more

complex. Text mainly with the actual project introduced the electronic plant wall purlins related

issues， the cantilever component processing methods is introduced in Wuhan Huaxing photoelectric

project. Hefei BOE project mainly introduces the node method of breaking the wall， and detailedly

analyzes the breaking process.

8Adhesive & Mechanical AnchoringHVU adhesive anchorBase material󰀃Concrete󰀃Hard natural stoneUse󰀃Heavy-duty fastenings with small spacing and edge distances󰀃Suitable for making fixings underwater (contact Technical AdvisoryService for details)System󰀃Consisting of adhesive in a foil capsule and an anchor rod orinternally threaded sleeveApproved for use in contact with potable (clean) drinking water,NSF ApprovalWater Regulations Advisory SchemeEnclosed in foil (notglass), the adhesive iseasier to use on site.No glass breakage.Less packaging volume.Flexible foil capsule adapts its shape to suit each hole.Flexibility for insertion into crooked holes.Barbs at the tip of the foilcapsule prevent it fromdropping out of holes foroverhead fastenings.Foil instead of glassA snug fit in each holeGood hold overheadLasting fastening reliability󰀃A virtual odourless resin system containg no styrene󰀃Good flow properties and surface wetting (Vinyl urethane resin)󰀃Less sensitive to temperature and weather, can be used in anyseason or climatic zone󰀃Excellent and constant anchor holding power due to a new resinsystem and a larger amount of quartz granules󰀃Good fire resistance propertiesDesign resistance, Rd [kN]: concrete, fck,cube = 25 N/mm2Anchor sizeM8M10M12M16M20M24M27M30M33M36M39 Tensile, NRd10.9 16.6 23.8 34.7 62.9 90.6 110.9 145.6 171.0 203.3 232.9 Shear, VRd7.9 12.6 18.3 34.6 54.0 77.8 164.0 199.3 248.4 291.5 350.6 Basic loading data (for a single anchor): HVU capsule with HAS-E(Based on anchor theory with reference to ETAG) All data on this page applies to concrete: C20/25 correct setting no edge distance and spacing influence steel failure: steel grade 5.8 for M8 – M24 sizes and steel grade 8.8 for M27 – M39Mean ultimate resistance, Ru,m[kN]:concrete C20/25 Anchor sizeM8M10M12M16M20M24M27M30M33M36M39 Tensile, NRu,m17.728.241.177.9121.7175.2320.1 305.1 498.6 534.0 621.6 Shear, VRu,m10.717.024.746.772.9105.0221.4269.1335.3393.5473.3Characteristic resistance, Rk [kN]: concrete C20/25 Anchor sizeM8M10M12M16M20M24M27M30M33M36M39 Tensile, NRk16.426.138.172.2112.7162.0182.4 228.0 440.9 494.0 503.2 Shear, VRk9.915.822.943.267.597.3205.0249.1310.5364.4438.3non-cracked concrete Setting operations 123HVU5HAS4Drill hole. Blow out dust and fragments.Insert HVU capsule. Drive in anchor. 5trel6tcure7TinstAllow gel time to pass. Wait for curing. Apply tightening torque.d0dfh1htfixminSetting details Anchor size M8M10M12M16M20M24M27M30M33M36M39 Foil capsule HVU M8x80 M10x90M12x110M16x125M20x170M24x210M27x240 M30x270 M33x300M36x330M39x360 Anchor rod1) HAS /-E/-R/-ER/-HCR M8x80/ 14M10x90/21M12x110/28M16x125/38M20x170/48M24x210/54M27x240/ 60M30x270/ 70M33x300/80M36x330/90M39x360/100 d0 Drill bit diameter [mm]10 12 14 18 24 28 30 35 37 40 42 h1=hnomHole depth =Embedment depth [mm] 80 90 110 125 170 210 240 270 300 330 360 h (min) Min. thickness of base material [mm] 110 120 140 170 220 270 300 340 380 410 450 tfix (max) Max. fixture thickness[mm] 14 21 28 38 48 54 60 70 80 90 100 dClearanceholerec. [mm] max. [mm] 9111213141518192225262930313336363839414243 Tinst Tightening torque [Nm] 15 30 50 100 160 240 270 300 330 360 390 1) The values for the maximum fixture thickness are only valid for the HAS anchor rods given in this table. If other HAS rods are used, these values will change. (Example: HAS M12x110/128; tfix = 128 mm) Temperature1) when setting: Min. time to wait before removingSCREWED-ONsetting tool, trelCuring timebefore anchor can be fully loaded, tcure20°C and up to max. 40°C 10°C to 20°C 0°C to 10°C -5°C to 0°C 8 min. 20 min. 30 min. 60 min. 20 min. 30 min. 60 min. 5 hours 1) If the temperature is less than –5°C, contact your Hilti technical service. 拉力切力真实极限阻力 单位千牛，水泥=c20/25特性阻力， 单位千牛，水泥=c20/25 设计阻力 混凝土（ 后面的看不明白锚条钻头直径孔深=预埋深度基板最小厚度最大混合厚度清洁洞：记录值，最大值拧转矩温度设置移除开拧设置的最小等待时间锚栓完全承载前的固化时间表拉力切力拉力切力无裂纹混凝土