05SYBJ004 预埋件图集

编制单位：山东省冶金设计院
COMPILER:SDM
项目编号：004-2005
PR0 JECT NO0.:004-2005
通用图编号：05SYBJ004
NO.OF DRG:05SYBJ004

一、说明
-INTRODUCTION
1.本图集分钢板、扁钢、角钢三个分
1.THIS COLLECTION INCLUDES 3 PARTS:STEEL PLATE.FLAT STEEL AND ANGLE STEEL
2.预理件材料采用：
钢板、扁制、角钢采Q235B级钢锚筋采用HRB335级（虫）HPB235级（中）（不得采用冷加工朝箭）焊条采E4300E4313型
2.MATERIALS OF EMBEDDED PARTS:
STEEL PLATE/FLAT STEEL/ANGLE STEEL:GRADE Q235B STEEL ANCHORING BAR:GRADE HRB335(座)AND HPB235(中) COLD BENDING STEELBAR NOT ALLOWED ELDR0D:E4300-E4313
3.预理件编号：
3.CODE FOR EMBEDDED PARTS:
1)G--表示工艺专业所设置的预埋件
D-一表示电气专业所设置的预埋件
T-一表示土是专业所设置的预埋件
其他专业所设置的预埋件可归并相逝专业中，不另编符号。
1)G-PROCESS EMBEDDED PARTS
D-ELECTRICAL EMBEDDED PARTS
T---CIVL EMBEDDED PARTS
NO CODE FOR OTHER SPECIALITIES AND THE EMBEDDED PARTS WILL BE CLASSIFIED TO RELATED SPECIALITIES.
2)A、B、C、D…表示预理件受力的性能，A级为构造预理件.当预理件仅受剪力作用时，预理件构造见表后予埋件议置要求。
2)A,B,C.D...ETC.STANDS FOR THE CHARACTERISTICS OF THE EMBEDDED PARTS RESPECTIVELY.A FOR STRUCTURAL EMBEDDED PARTS,WHEN THE PARTS BEARS SHEARING ALONE,PLEASE REFER TO THE FOLLOWING REQUIREMENTS FOR EMBEDDED PARTS FOR THE STRUCTURE OF THE PARTS.
3）预埋件编号中数字代表规格及理入方位。

3)FIGURES IN CODE STANDS FOR DIMENSIONS LOCATIONS OF THE EMBEDDED PARTS TO BE EMBEDDED
例如：
钢板预埋件G2030B,“G"表示工艺专业预理件，前一组数字“20”表示钢板边长为200mm,而且表示沿构件纵方向设置.后-组数字“30"表示钢板边长300mm而且表示沿构件横方向设置.G3020B可套用G2030B,但埋设方向不同，见图1，“B"为受力性能，所谓构件纵方向，对梁来说是梁的长度方向，对柱是高度方向，对板是跨度方向（槽形板的曲桑我梁考虑，面板按板考虑）·在难于区分的特陈情况下宜注明尺寸。
E.G.STEEL PLATE EMBEDDED PARTS G2030B.G"FOR PROCESS EMBEDDED PARTS:20"FOR THE LENGTH OF THE STEEL PLATE 200MM:ALSO INDICATING THAT THE EMBEDDED PARTS SHOULD BE PLACED ALONG THE LENGTHWSE DIRECTION OF THE STRUCTURE MEMBER.FIGURE 30"FOR THE LENGTH OF THE STEEL PLATE,ALSO INDICATING THAT THE EMBEDDED PARTS SHOULD BE PLACED ALONG THE CROSSWISE DIRECTION OF THE STRUCTURE MEMBER.HENCE G3020B IS INDICATED WTH DIFFERENT EMBEDDED DIRECTION,SEE FIG.1 B FOR STRESS BEARING CHARICTERISTIC.
THE SO CALLED LENGTHWISE MEANS LENGTHS FOR BEAMS.
HEIGHS FOR COLUMNS AND SPANS FOR SLABS (RIBS OF CANNELLED SLABS ARE CONSIDERED AS BEAMS,THEIR SURFACES AS SLABS )IT IS BETTER TO INDICATE DIMENSIONS TO AVOID MISTAKEN.
扁钢理件G--100(500)A,“-100(500)"表示宽为100mm长500mm的扁钢理件.
角铜埋件GL63(300)A,“L63(300)"表63X6长为300mm的角钢埋件。
FLAT STEEL EMBEDDED PARTS G----100(500)A.
--100 (500)"INDICATING A PIECE OF 100MM WIDE 500MM LONG FLAT STEEL EMBEDDED PARTS.
ANGLE STEEL EMBEDDED PARTS GL63(300)A,"L63(300) INDICATING A PIECE OF L63 X 6,300MM LONG ANGLE STEEL EMBEDDED PARTS.

4)所有埋件位置，标高应在设计图上标明.见图14)IT IS REQUIRED THAT POSITIONS /ELEVATIONS OF ALL
EMBEDDED PARTS SHOULD BE SHOWN IN DESIGN DRAWINGS.PLEASE SEE FIG.1.
4.本图集中预理件尺寸均以毫米(mm)为单位，选用数据（荷载）为标准值以千牛顿(KN)为单位，
4.EMBEDDED PARTS IN THIS COLLECTION ARE SHOWN IN MM.LOAD IN KN.
5.被理构件混凝土强度等级不低于C20.
5.CONCRETE GRADE IN WHICH THE PARTS ARE EMBEDDED SHOULD BE NO LESS THAN C20.
6.焊接要求：
6.WELD REQUIREMENTS:
1)锚箭直径不大于20mm时，应优先采用压力埋烈焊：锚筋直径大于20mm时，应尽量用穿孔塞焊，见图2所示。因燕工条件限制，也可采用手工焊：焊缝高度不宣小T6mm0.5d(HPB235级钢筋)0.6d

(HRB335级铜毫)，有条件时也可采用电题螺柱焊，
1)ANCHORING BAR DIA.NO MORE THAN 20MM.GIVE PRIORITY TO PRESSURE SUBMERGED ARC WELDING.WHEN THE ARCHORING BAR DIA MORE THAN 20MM,PLUG WELDING.
PLEASE SEE FIG.2 MANUAL WELDING CAN BE USED UNDER LIMITED SITE CONDITIONS,AND BETTER KEEP THE WELDS LESS THAN 6MM AND 0.5D(GRADE HPB235 STEEL BAR )OR 0.6D
GRADE HRB335 STEEL BAR )ARC STUD WELDING CAN ALSO BE USED

（略）

投稿会员：奶瓶