膨脹螺栓脹錨螺栓.doc

1、1尺寸和質量見圖1和表1。nwndzLI鉆孔尺中kg宜徑深度MB1075258650.0313095258650.03850115258650.044MIOM1210903010800.061301103010800.06R501303010800.08020H53512950,106501453512950-138901853512950.1561202153512方0.1911402353512950.2101602553512950.230M162514040161150.2305016540161150.27010021540161150.33114025540161150.41218

2、029540161150.470M203017045201400.4406020045201400.49913027045201400.6703020055241700.7686023055241700.8682梢關捷術參數(shù)見表2=412栓直輕,ntmMBM10M12M16M2flM24國磁鼻嵐嫖桎的基礎棍凝土每牛魔察轉桂基礎區(qū)所允許的聯(lián)大拉（壓）力,kNL52,56913毎個空毗第栓站礎區(qū)實劃允許的大捷（壓）力,kN3.65.7?.311,416.222.1申心 BLtnm倣aw?1320400520第整中臨到邊袈的距12015018024030Q390悴TOE力雄加f25456C12524

3、4)W3揀記示例匕螺栓直輕d = MID, = SOniin”材料為一級鋼的影脹螺栓的標記：螺栓 M1QZ5O JBZZQ 47632006螺栓直徑d = ML6,x = 140mm,材料為不銹鋼A2-70的膨脹Ml栓的標記;螺栓 M1（j/140A2 7D JB/VQ 4763-2006膨脹螺栓（脹錨螺栓）1.普通膨脹螺栓（1）性能、用途：膨脹螺栓由膨脹螺栓套管及螺栓兩件組成，適用于在混凝土及磚砌體墻、地基上作 錨固體。其受力性能見表4849。膨脹螺栓受力性能（一）表48螺栓規(guī)格（毫米）鉆孔尺寸（毫米）受力性能（公斤）直徑深度允許拉力允許剪力M610.540240180M812.550440

4、330M1014.560700520M1219751030740M1623 100 J1940J1440注：表列數(shù)據(jù)系按鋪固基體為標號大于150號混凝土。膨脹螺栓受力性能（二）表49螺栓規(guī)格（毫米）埋深 （毫米）不同基（砌）體時的受力性能（公斤）錨固在75#磚砌體上錨固在150#混凝土上拉力剪力拉力剪力允許值極限值允許值極限值允許值極限值允許值極限 值M6X 55351003057020024561080200M8X 70452256751053195401350150375M10X 855539011751655009402350235588M12 105654401325245734106

5、02650345863M1& 140905001500 I4601380125031006501625（2）規(guī)格見圖26、表5051。膨脹螺栓規(guī)格（一）表50型號規(guī)格 （毫米）各部尺寸尺寸（毫米）安裝后尺寸 （毫米）LL1Hab重量（公斤/100件）M6X 65653510382.77M6X 75753510382.93M6X 85853510383.15M8X 80804512396.14M8X 90904512396.42M8X 1001004512396.72I型M1(X 9595551431210M10 110110551431210.9M1X 125125551431211.6M1X

6、 1101106518414.516.9M1X 1301306518414.518.3M1X 1501506518414.519.6M1X 150150902241937.2M1X 175175902241940.4M1X 1501505514831213M1X 1751755514831214.2M1X 2002005514831215.4M1X 150150651810414.520U型M1X 200200651810414.523.7M1X 250250651810414.527.4M1X 20020090221341944M1X 25025090221341960.5M1X 30030090221341967膨脹螺栓規(guī)格（二）表51規(guī)格 （毫米）埋深（毫米）鉆孔直徑（毫米）規(guī)格 （毫米）埋深（毫米）鉆孔直徑（毫米）M5X 45258M1X 14090:22M6X 553510M1X 1