支撑压力线 通达信副图指标 九毛八公式指标网 指标用法

支撑压力线 通达信副图指标 源码 贴图指标用法

该指标可以添加到任意自用主图中，作为辅助看盘之用，自动划线指标都有未来函数，介意的不要下载！！！指标可以自动画出近期和中期支撑线和压力线，盘感会更好！

指标用法：
1.回踩支撑线不破，可以逢低介入；
2.遇压力线冲高回落，可以逢高减磅；
3.突破压力线，压力线就会变成支撑线；
4.跌破支撑线，支撑线就会变成压力线。

{近期划线-紫色}
XA_1:=REF(HIGH,3)=HHV(HIGH,2*3+1);
XA_2:=FILTER(XA_1,3);
XA_3:=BACKSET(XA_2,3+1);
XA_4:=FILTER(XA_3,3);
XA_5:=REF(LOW,3)=LLV(LOW,2*3+1);
XA_6:=FILTER(XA_5,3);
XA_7:=BACKSET(XA_6,3+1);
XA_8:=FILTER(XA_7,3);
XA_9:=(REF(LLV(LOW,2*3),1)+REF(HHV(HIGH,2*3),1))/2;
XA_10:=(HIGH+LOW)/2;
XA_11:=XA_4 AND NOT(XA_8 AND XA_9 =XA_10) OR ISLASTBAR OR BARSCOUNT(CLOSE)=1;
XA_12:=XA_8 AND NOT(XA_4 AND XA_9 XA_10);
XA_13:=XA_4 AND NOT(XA_8 AND XA_9 =XA_10);
XA_14:=REF(BARSLAST(XA_11),1)+1;
XA_15:=BACKSET(XA_11 AND COUNT(XA_12,XA_14) 0,LLVBARS(IF(XA_12,LOW,10000),XA_14));
XA_16:=XA_15 REF(XA_15,1);
XA_17:=BACKSET(XA_16,2);
XA_18:=XA_17 REF(XA_17,1);
XA_19:=XA_18 OR ISLASTBAR OR BARSCOUNT(CLOSE)=1;
XA_20:=REF(BARSLAST(XA_19),1)+1;
XA_21:=BACKSET(XA_19 AND COUNT(XA_13,XA_20) 0,HHVBARS(IF(XA_13,HIGH,0),XA_20));
XA_22:=XA_21 REF(XA_21,1);
XA_23:=BACKSET(XA_22,2);
XA_24:=XA_23 REF(XA_23,1);
XA_25:=BACKSET(ISLASTBAR,MIN(BARSLAST(XA_24),BARSLAST(XA_18))+1);
XA_26:=XA_25 REF(XA_25,1);
DRAWLINE(XA_26,IF(XA_24,HIGH,LOW),ISLASTBAR,IF(BARSLAST(XA_24) BARSLAST(XA_18),HIGH,LOW),0),DOTLINE,COLORWHITE;
XA_27:=HIGH REF(HIGH,REF(BARSLAST(XA_24),1)+1);
XA_28:=REF(HIGH,REF(BARSLAST(XA_24),1)+1) REF(HIGH,REF(BARSLAST(XA_24),1)+2+REF(BARSLAST(XA_24),REF(BARSLAST(XA_24),1)+2));
XA_29:=XA_27 AND XA_28 AND XA_24;
XA_30:=BACKSET(XA_29,REF(BARSLAST(XA_24),1)+2);
XA_31:=XA_30 REF(XA_30,1);
XA_32:=LOW REF(LOW,REF(BARSLAST(XA_18),1)+1);
XA_33:=REF(LOW,REF(BARSLAST(XA_18),1)+1) REF(LOW,REF(BARSLAST(XA_18),1)+2+REF(BARSLAST(XA_18),REF(BARSLAST(XA_18),1)+2));
XA_34:=XA_32 AND XA_33 AND XA_18;
XA_35:=BACKSET(XA_34,REF(BARSLAST(XA_18),1)+2);
XA_36:=XA_35 REF(XA_35,1);
XA_37:=XA_31 OR ISLASTBAR OR BARSCOUNT(CLOSE)=1;
XA_38:=REF(BARSLAST(XA_37),1)+1;
XA_39:=BACKSET(XA_37 AND COUNT(XA_36,XA_38) 0,LLVBARS(IF(XA_36,LOW,POW(10,20)),XA_38));
XA_40:=XA_39 REF(XA_39,1);
XA_41:=BACKSET(XA_40,2);
XA_42:=XA_41 REF(XA_41,1);
XA_43:=XA_42 OR ISLASTBAR OR BARSCOUNT(CLOSE)=1;
XA_44:=REF(BARSLAST(XA_43),1)+1;
XA_45:=BACKSET(XA_43 AND COUNT(XA_31,XA_44) 0,HHVBARS(IF(XA_31,HIGH,-POW(10,20)),XA_44));
XA_46:=XA_45 REF(XA_45,1);
XA_47:=BACKSET(XA_46,2);
XA_48:=XA_47 REF(XA_47,1);
XA_49:=BACKSET(ISLASTBAR,MIN(BARSLAST(XA_48),BARSLAST(XA_42))+1);
XA_50:=XA_49 REF(XA_49,1);
XA_51:=BACKSET(ISLASTBAR,BARSLAST(XA_18)+1);
XA_52:=XA_51 REF(XA_51,1);
XA_53:=BACKSET(XA_52,REF(BARSLAST(XA_18),1)+2);
XA_54:=XA_53 REF(XA_53,1);
DRAWLINE(XA_54,LOW,XA_52,LOW,1),COLORMAGENTA;
XA_55:=BACKSET(ISLASTBAR,BARSLAST(XA_24)+1);
XA_56:=XA_55 REF(XA_55,1);
XA_57:=BACKSET(XA_56,REF(BARSLAST(XA_24),1)+2);
XA_58:=XA_57 REF(XA_57,1);
DRAWLINE(XA_58,HIGH,XA_56,HIGH,1),COLORMAGENTA;

{中期划线-绿色}
N:=8;{www.9m8.cn 九毛八公式指标网}
AAB:=REF(H,10)=HHV(H,2*11);
QQHY:=BACKSET(AAB,10+1);
CCW:=FILTER(QQHY,10) AND H=HHV(H,11);
AAB1:=REF(L,10)=LLV(L,2*11);
QYY1:=BACKSET(AAB1,11);
CCD1:=FILTER(QYY1,10) AND L=LLV(L,11);
ZGD:=HHV(H,60);
ZGD2:=CONST(ZGD);
ZDD:=LLV(L,60);
ZDD2:=CONST(ZDD);
GJ:=(C+H+L+O)/4;
明日阻力:=L+(GJ-L)+(C-L);
明日支撑:=L+(C-GJ);
KOH:=L REF(H,1);
KOL:=H REF(L,1);
HIF:=L REF(H,BARSLAST(KOH)+1);
NHIF:=L =REF(H,BARSLAST(KOH)+1);
LIF:=H REF(L,BARSLAST(KOL)+1);
NLIF:=H =REF(L,BARSLAST(KOL)+1);
下档线:=(((CLOSE - LLV(LOW,13)) / (HHV(HIGH,13) - LLV(LOW,13))) * 100);
RRRSV:=SMA(下档线,3,1);
KKK:=SMA(RRRSV,3,1);
DDDDD:=((3 * RRRSV) - (2 * KKK));
JJ12:=(((CLOSE - LLV(LOW,55)) / (HHV(HIGH,55) - LLV(LOW,55))) * 100);
RSV24:=SMA(JJ12,3,1);
K24:=SMA(RSV24,3,1);
D24:=((3 * RSV24) - (2 * K24));
压力2:=IF(CROSS(D24,DDDDD),HIGH,REF(HIGH,BARSLAST(CROSS(D24,DDDDD)))),COLORFFFFFF;
底部:=LLV(HIGH,30),COLOR00FF00;
AA:=REF(H,N)=HHV(H,2*N+1);
AA1:=REF(L,N)=LLV(L,2*N+1);
QY:=BACKSET(AA,N+1);
QY1:=BACKSET(AA1,N+1);
CC:=FILTER(QY,N) AND H=HHV(H,N+1);
CC1:=FILTER(QY1,N) AND L=LLV(L,N+1);
DDD:=BARSLAST(CC);
DD1:=BARSLAST(CC1);
GDTS:=IF(CC,CURRBARSCOUNT,0);
DDTS:=IF(CC1,CURRBARSCOUNT,0);
DINGBUTS:=IF(DDD,REF(GDTS,DDD),GDTS);
DDTS1:=IF(DD1,REF(DDTS,DD1),DDTS);
GDCS1:=CONST(DINGBUTS);
DDCS1:=CONST(DDTS1);
S13:=CONST(REF(HIGH,GDCS1-1));
GDCS13:=S13;
DDCS13:=CONST(REF(L,DDCS1-1));
DINGBUTS1:=REF(DINGBUTS,DDD+1);
DDTS2:=REF(DDTS1,DD1+1);
GDCS2:=CONST(DINGBUTS1);
DDCS2:=CONST(DDTS2);
今日阻力:=REF(明日阻力 , 1),NODRAW;
今日支撑:=REF(明日支撑 , 1),NODRAW;
压力位:=IF(ISLASTBAR,压力2,DRAWNULL),NODRAW;
底部位:=IF(ISLASTBAR,底部,DRAWNULL),NODRAW;
高点压力:DRAWLINE(CURRBARSCOUNT=GDCS2,H,CURRBARSCOUNT=GDCS1,H,1) ,COLORGREEN,LINETHICK1;
低点支撑:DRAWLINE(CURRBARSCOUNT=DDCS2,L,CURRBARSCOUNT=DDCS1,L,1),COLORGREEN,LINETHICK1;