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      av视屏在线播放_亚洲黄色三级_无码作爱_日韩AV二区

      shibangsy@163.com021-3636 7599
      Hone / Product / Curtain wall anchoring / High-strength chemical anchor

      HILTI HVAHigh-strength chemical anchor

      product description

      It is made of high-quality carbon steel or stainless steel and is suitable for cracked concrete and non-cracked concrete. It can be customized according to customer needs.

      Material

      Galvanized carbon steel / stainless steel


      Product advantages

      1. Chemical tube composition: vinyl resin, quartz particles, curing agent

      2. The glass tube is closed for packaging to facilitate visual inspection of the quality of the tube. After the glass is crushed, it acts as a fine aggregate.

      3. Anti-acid and alkali, heat, fire, low temperature sensitivity

      4. No expansion compressive stress on the substrate, suitable for heavy loads and various shock loads

      5. Installation spacing and margin requirements are small

      6. Quick installation, rapid curing, does not affect the construction progress

      7. Wide range of construction temperatures


      Applicable substrate

      1. Planting of new concrete without pre-embedded steel

      2. Applicable to the reinforcement and transformation project, the rooting of the screw and steel in the substrate

      3. Various equipment, pipeline installation, curtain wall bracket fixing

      4. Bonding and fixing of wooden members, plastic members and metal members

      5. Applicable to the reinforcement of railways, highways, bridges, water conservancy renovation and expansion projects

      6. Billboards, tunnel lines, elevated road baffles and guardrails

      7. Suitable for all kinds of curtain wall stone hanging brackets fixed


      Construction process

      1, substrate drilling

      Drill the substrate with professional drilling tools and impact hammers according to the dimensions required by the design drawings

      2, cleaning the hole

      Use the compressed gas to blow out the dust in the hole, and then use a special brush to clean the dust attached to the inner wall of the hole.

      3, put the medicine tube

      Check the fluidity of the resin by hand or visual inspection. After confirming, insert the drug into the bottom of the hole.

      4, screw into the screw

      Before the screw is buried, there is a 45° chamfer, the rear end is screwed in, the hex nut is driven by the power tool and screwed into the bottom of the hole.

      5, curing curing

      Allow the anchoring gel to solidify naturally, the curing time is based on the temperature reference curing schedule, and the screw should not be rotated or tapped during the curing period.


      Storage

      Storage period of 12 months, stored in a cool dry place


      Installation data

      model

      Drilling diameter

      Effective depth

      Maximum anchoring thickness

      Minimum substrate thickness

      Installation torque

      (KN)
      Hef's influence coefficient on Vrd, cp (K)


      Concrete vertebral body destructionConcrete splitting failure

      Total length of screw

      Critical spacing

      Critical margin

      Minimum spacingMinimum marginCritical spacingCritical margin
      M8×110108015120122.02401204848240120110
      M10×130129020.5130202.02701356060270135130
      M12×1601411025160402.03301657272330165160
      M16×1901812533175602.03751909696375188190
      M20×26025170652201002.0510255120120510255260
      M24×30028210652701602.0630315144144630315300
      M30×3803528066.53402402.0840420180180840420380

      1. The table installation data unit is mm, technical parameter unit kN

      2. The table data is based on C20/C25 substrate concrete. If the grade of the substrate changes, the requirements of the technical department and the design drawings should be followed.

      3. Form stainless steel 316 is A4-70 stainless steel

      4. The table design load contains the material safety factor.

      5. Form data is suitable for: correct installation, no margin, no spacing effect, minimum substrate thickness

      6. For products not listed in the table, please refer to JGJ145-2013 Technical Specification for Post-Anchage of Concrete Structures. According to the calculation method of the ultimate state of bearing capacity, the corresponding data is obtained. For details, please consult the technical department of Shibang (Shanghai) Industrial Co., Ltd.


      Technical Parameters


      High-strength chemical anchor bolt technical parametersM8×110M10×130M12×160M16×190M20×260M24×300M30×380
      Standard value / design valueStandard value / design valueStandard value / design valueStandard value / design valueStandard value / design valueStandard value / design valueStandard value / design value
      Non-cracking concrete tensile parameters5.814.4/9.419.7/12.832.5/21.167.4/44.2101.8/67.0143.1/94.4231.0/153
      8.822.9/15.131.2/20.551.6/33.869.5/45.6109.9/60.3150.6/82.8231.0/153
      30414.4/5.019.7/6.732.5/11.167.4/23.3101.8/35.3143.149.6231.0/153
      31620.0/10.527.3/14.345.3/15.669.5/38.0109.9/60.3150.6/82.8/
      Non-cracking concrete shear parameters5.85.6/4.77.7/6.412.7/10.526.5/22.140.2/33.557.7/47.298.1/81.8
      8.89.0/7.512.3/10.320.3/16.942.4/35.364.3/53.690.6/75.5157.0/130.8
      3043.0/2.54.0/3.46.7/5.613.9/11.621.1/17.629.7/24.751.5/42.9
      3166.3/5.38.6/7.214.3/11.929.8/24.845.2/37.763.7/53.1/
      Cracked concrete tensile parameters5.814.4/9.419.7/12.832.5/21.150.0/27.278.8/43.1108.0/59.2165.4/91.1
      8.822.9/15.131.2/20.541.1/22.450.0/27.278.8/43.1108.0/59.2165.4/91.1
      30414.4/5.019.7/6.732.5/11.150.0/17.278.8/28.4108.0/41.3165.4/91.1
      31620.0/10.527.3/14.341.1/14.150.0/27.278.8/43.1108.0/59.2/
      Cracking concrete shear parameters5.85.6/4.77.7/6.412.7/10.526.5/22.140.2/33.557.7/47.298.1/81.8
      8.89.0/7.512.3/10.320.3/16.942.4/35.364.3/53.690.6/75.5157.0/130.8
      3043.0/2.54.0/3.46.7/5.613.9/11.621.1/17.629.7/24.751.5/42.9
      3166.3/5.38.6/7.214.3/11.929.8/24.845.2/37.763.7/53.1/


      1. The table installation data unit is mm, technical parameter unit kN

      2. The table data is based on C20/C25 substrate concrete. If the grade of the substrate changes, the requirements of the technical department and the design drawings should be followed.

      3. Form stainless steel 316 is A4-70 stainless steel

      4. The table design load contains the material safety factor.

      5. Form data is suitable for: correct installation, no margin, no spacing effect, minimum substrate thickness

      6. For products not listed in the table, please refer to JGJ145-2013 Technical Specification for Post-Anchage of Concrete Structures. According to the calculation method of the ultimate state of bearing capacity, the corresponding data is obtained. For details, please consult the technical department of Shibang (Shanghai) Industrial Co., Ltd.


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      av视屏在线播放_亚洲黄色三级_无码作爱_日韩AV二区

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