蜜桃av影院_一女被两男吃奶玩乳尖_日韩国产毛片_草久久久久久久_免费韩国一级毛片_开心综合激激的五月天的

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.


施邦客服人員會一對一竭心為您服務(wù)

信任由一次愉快的交談開始

咨詢熱線:021-3636 7599

Online Free call

Support hotline

021-3636 7599
Message Code

Scan code attention

Top
主站蜘蛛池模板: 国产中文欧美日韩在线 | 97天天操 | 亚洲色大18成人网站WWW在线播放 | 亚洲v国产v天堂a无码二区久久 | 亚洲精品无码国产一区二区 | 国产亚洲亚洲 | 欧美性受XXXX喷潮 | 成年人激情视频 | 亚洲AV中文无码乱人伦在线咪咕 | 久久99国产精品女同 | 天天干天天日夜夜操 | 人人爽人人爽人人a片二区 久久精品中文字幕大胸 | 免费男人下部进女人下部视频 | 国产精产国品一二三在观看 | 亚洲av综合av国产av中文 | 中文字幕一区二区三区在线观看 | 亚洲国产欧美在线人成最新 | 免费视频爱爱太爽了 | 黄色大片aaaa | 亚洲男女羞羞无遮挡久久丫 | 久久人人爽人人爽人人片亞洲 | 女人高潮叫床污话 | 欧美中文字幕无线码视频 | 国产高清精品一区 | 国产高潮呻吟无码精品AV | 久久久久久久99精品免费观看 | 中文字幕亚洲一区 | 新有菜免费在线观看 | 国产日产欧美在线观看 | 综合在线视频 | 77tv色成人| 人妻大战黑人白浆狂泄 | 胡桃坐旅行者胡萝卜视频免费 | 在线观看免费黄色 | 国产成年人黄色视频 | 日韩强奷漂亮少妇高潮麻豆片 | 久草视频在线免费 | 91官网在线观看 | 五月丁香五月伦理 | 久久久久日本精品一区二区三区 | 免费观着女人高潮视频 |