土方机械 结构应力测试方法 履带式推土机平衡梁DB35/T 1429-2014.pdf
!#$%!#$%&()*+,-./0 1 23 456 7845!9:;?A BCC1D:;EFGHIJKLM:;NOPQR STUNIVW X9:;YZ_ab cUX9:;Ydefghij:;E_klmno X9:;VWpqMrstu viwxyaz|ZFij ZZij ZF ij Z:;Em X9:;VW M x“XX 9:;(giOPN$%&(*+-./023v X9:;”?A,1,BCC,N(gi i OPN X”9NN XN N9”9 XN 9 Np”9 X?A#)!ghij h?A,1,BCC,ghij9?AC1 BCC!ghij?A!ghij iFGKNh?A#B11)(gih?A)!BCC)(gigGh?!A1!BCC1 ghij OPh I?!A1!BCC1N”9 X!#$ii|x”NOPNP X%&()*+,*-.?!A1!BCC1 J!N X%&/0123?!A1!BCC1 J#N X 4523 gGFNt?A#B11)N X gGF Nt?A)!BCC)N X6%&7)89:;6 0123$%&(?!A1!BCC1 J)N X6?N$”X%&7ABC%&DEC FGh?!A1!BCC1 J,N XC HIJK%&C h M i N gg FGN!iN#wi$i%&V(!$N$)*+,-V i./0i 12$)3;$)X4 5 6N N!$N$)*+6i7$)3;$)XC LMJK%&C NOPQKRS%&C i9?A!N 6N gg 89 u:N:;6g;XC?A#B11)|!N XC?giKAVBCDEFGHIJKL$N$)XC M)NO 456P6|XC NOTUKRS%&C?A#B11)|!N XC?A#B11)|!N=?giiQAV CDEFGHI JKL$N$)XC M)NO 456P6|XC VKRS%&C?A#B11)|)N XC?A#)!N i RS=N 12KL$N$)XC M)NO 456P6|XC WXTRS%&C i N TEU!gV WFXYZgB X g _E a C qNi q/”qX#b=?gicHdJKL$N$)XC M)NO 456P6|XC YMJK%&C ZRS%&C?AC1 BCC!|N KL$Nw 2$-.lM-.K mnopqXC M)NO 456P6!|XC T_RS%&C i?A#B11)|,Nh KL$Nw 2$-.lM-.K mnGrXC M)NO 456P6#|XC a_RS%&C i?A)!BCC)|!Nh KL$Nw 2$-.lM-.K mnGrXC M)NO 456P6)|X C bcRS%&E w2!sti uvGF N wxy K z L$Nw 2$-.Xd efgh-./0?!A1!BCC1|J1N X%&ij23:?!A1!BCC1|JC Nv|:M F 4#wi pq lL G B pq pq lJ GrG(X&k l m,nokl.%&pqrlsm=cFO N 5P 6Xsm NOPQKRS%&pqrls!#$%&(#)*+,-./0-.-.123#45678m=FO N 5P 6Xsm NOTUKRS%&pqrls!#$%&(#)*+,92#45678/092:2123#45678;m F O N 5P 6Xsm VKRS%&pq rls?ABCDE F/0GH I!#$%&(#)*+,/0GH I GH#45678m xyF O N5 P 6 Xsm WXTRS%&pq rls?A BCDE F+9 I!#$%&(#)*+,/0+9 I+9#45678m j F O N5 P 6!Xsm ZRS%&pqrls JKLM+,NOAP BIQ FRSTUP/0/V W,W/0/V W,W!#$%#)*&(NOXR#45678 Ym6 gGF O N5 P 6#Xsm6 T_RS%&pqrls JZKLM?+,_ abZJcBd F/0/V W,W/0/V W,W e f ghfg e i jhij kKL e f ghfg e i jhij kKL e f ghfg e i jhij kKL!#$%#)*&(9lZ#45678 mmC gGF O N5 P 6)XsmC a_RS%&pqrls JZKLMabZJcBd F/0/V W,W/0/V W,W e f ghfg e i jhij kKL e f ghfg e i jhij kKL e f ghfg e i jhij kKL!#$%#)*&(nlZ#45678def h:;ghij OPh(gi?!A1 C o p qrs o p qrtu