1、施工前高強(qiáng)度大六角頭螺栓連接副應(yīng)按出廠批號(hào)復(fù)驗(yàn)扭矩系數(shù)，其平均值和標(biāo)準(zhǔn)偏差應(yīng)符合現(xiàn)行標(biāo)準(zhǔn)《鋼結(jié)構(gòu)高強(qiáng)度螺栓連接的設(shè)計(jì)、施工及驗(yàn)收規(guī)程》的規(guī)定；扭剪型高強(qiáng)度螺栓連接副應(yīng)按出廠批號(hào)復(fù)驗(yàn)預(yù)應(yīng)力，其平均值和標(biāo)準(zhǔn)偏差應(yīng)符合現(xiàn)行標(biāo)準(zhǔn)《鋼結(jié)構(gòu)高強(qiáng)度螺栓連接的設(shè)計(jì)、施工及驗(yàn)收規(guī)程》的規(guī)定。
1. Before construction, the torque coefficient of high-strength large hexagon bolt connection pair shall be rechecked according to the factory batch number, and its average value and standard deviation shall comply with the provisions of the current national standard code for design, construction and acceptance of high-strength bolt connection of steel structures; The prestress of torsional shear type high-strength bolt connection pair shall be re inspected according to the factory batch number, and its average value and standard deviation shall comply with the provisions of the current national standard code for design, construction and acceptance of high-strength bolt connection of steel structures.
2、對(duì)建筑結(jié)構(gòu)等級(jí)為一級(jí)，跨度40m以上的螺栓球節(jié)點(diǎn)鋼網(wǎng)架結(jié)構(gòu)，其連接高強(qiáng)度螺栓應(yīng)進(jìn)行表面硬度試驗(yàn)。
2. For the steel grid structure with bolt ball joints with a span of more than 40m and the safety level of the building structure is level I, the surface hardness test shall be carried out on the connecting high-strength bolts.
3、制造廠和安裝單位應(yīng)分別以鋼結(jié)構(gòu)制造批為單位進(jìn)行抗滑移系數(shù)實(shí)驗(yàn)。
3. The manufacturer and the installation unit shall carry out the anti slip coefficient test with the steel structure manufacturing batch as the unit respectively.
4、高強(qiáng)度螺栓連接安裝后要進(jìn)行連接副的扭矩檢驗(yàn)，檢驗(yàn)分扭矩法檢驗(yàn)和轉(zhuǎn)角法檢驗(yàn)兩種。扭矩檢驗(yàn)應(yīng)在施擰1h后，48h內(nèi)完成。
4. After the installation of high-strength bolt connection, the torque inspection of the connection pair should be carried out, which can be divided into torque method inspection and angle method inspection. The torque inspection shall be completed within 48h after 1h of tightening.
5、對(duì)于高強(qiáng)度螺栓終擰后的檢查，扭剪型高強(qiáng)度螺栓可采用目測(cè)法檢查螺栓尾部梅花頭是否擰掉；高強(qiáng)度大六角頭螺栓，可用“小錘敲擊法”逐個(gè)進(jìn)行檢查。方法使用手指緊按住螺母相對(duì)應(yīng)的一邊（盡量靠近墊圈處），用0.3～0.5kg重的小錘敲擊螺母相對(duì)應(yīng)的另一邊，如手指感到輕微顫動(dòng)即為合格，顫動(dòng)較大即為欠擰和漏擰，完全不顫動(dòng)即為超擰。由于超擰后螺栓可能出現(xiàn)塑性變形，為避免螺栓發(fā)生延遲斷裂，故超擰螺栓應(yīng)予更換
5. For the inspection of high-strength bolts after final tightening, visual inspection can be used to check whether the plum blossom head at the end of the bolt is screwed off; High strength large hexagon head bolts can be inspected one by one with the "small hammer tapping method". Methods press the corresponding side of the nut tightly with your fingers (as close to the washer as possible), and knock the corresponding side of the nut with a small hammer weighing 0.3 ~ 0.5kg. If your fingers feel slight vibration, it is qualified. If the vibration is large, it is under tightening and missing tightening, and if there is no vibration at all, it is over tightening. Since the bolt may have plastic deformation after over tightening, in order to avoid delayed fracture of the bolt, the over tightening bolt should be replaced
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