CC2500履带吊性能表1
三一250吨履带吊说明书SCC2500C
CONTENT
整机基本尺寸 ········································································································2 主要技术特点 ········································································································3 主要性能参数 ········································································································4 运输尺寸 ················································································································5 拆装示意图 ··········································································································10 详细介绍 ··············································································································12 工况组合 ··············································································································16 主臂 H 工况 ·········································································································19 H 工况主臂组合 ··································································································19 H 工况作业范围图·······························································································20 H 工况主臂载荷表·······························································································21 固定副臂 FJ 工况 ································································································25 FJ 工况臂架组合 ·································································································25 FJ 工况作业范围图 ·····························································································26 FJ 工况固定副臂载荷表 ·····················································································27 变幅副臂 LJ 工况 ································································································31 LJ 工况臂架组合 ·································································································31 LJ 工况变幅副臂作业范围图 ·············································································32 LJ 工况变幅副臂载荷表 ·····················································································33 重型固定短副臂 SFH 工况···················································································89 SFH 工况作业范围图 ···························································································89 SFH 工况载荷表 ···································································································90
各种吊车性能表(汽车吊,履带吊最全性能表)
目录一、汽车吊 (1)1.1 300 t 汽车吊‘主杆’(TG2000型) (3)1.2 300 t 汽车吊‘辅杆’(TG2000型) (4)2 200汽车吊(QAY200) (7)3 80t汽车吊(NK8000) (8)4 45t汽车吊(TG-451型) (9)5 45t汽车吊(TG-452型) (10)6 30t汽车吊(NK-300型) (11)二、履带吊 (12)1 250t履带吊机(CKE2500) (12)1 200t履带吊(CCH2000型) (14)2 150t履带吊(CCH1500型) (16)3 100t履带吊(1495-3A型) (17)4 80t履带吊(石川岛) (21)5 50t履带吊(CH500型) (22)一、汽车吊- 1 -- 2 -- 3 -上表中分线以上的起重量是根据结构强度规定的，在分线以下的起重量是根据稳定性规定的。
- 4 -起落起重臂采用稳定支撑时，在整个回转范围内(360°)的起重能力起落起重臂采用稳定支撑时，在整个回转范围内(360°)的起重能力- 6 -作业半径m33.544.5567891011121416182022242628303234363840424446485052545613.3m 2001381311201131008980726114.0 13.0 120112104928273655917.6m 118 11611010592827365595449.54221.9m 11411110492827365595548.5413530.526.2m 9593918981726558534840.5363228.325.130.5m 78 7559646464595449.542.536.531.527.924.722.119.834.8m 606957575654514843363127.524.121.419.117.11613.339.1m 49 48454340.5383631.528.325.823.521.820.419.217.71614.613.211.343.4m3938.536.53533.532.528.92623.42119.217.616.315.11413.212.411.711.210.247.7m 32 31.530.529.828.52623.621.519.817.916.415.113.912.811.811.210.6109.48.98.552m 25.525.424.924.52321.419.618.116.715.414.313.212.211.310.59.89.18.78.37.87.57.156.3m 20.5 20.219.919.318.417.616.415.414.413.412.511.710.910.29.898.47.57.46.96.56.15.760m1716.816.215.514.914.813.713.312.311.510.810.19.48.58.37.77.26.76.35.85.65.24.94.6作业半径m33.544.55678910111214161820222426283032343638404244464850525456注：1、这些能力(起重量)是当吊车停放于平坦而坚实的地上时的情况，黑粗线以上是吊车强度， 黑粗线以下是吊车稳定性。
履带吊起重性能表
20
251
26
21
236
221
21
202
12
153
20
22
222
22
225
220
206
200
1
1
150
22
2
13
206
20
203
13
1
1
16
16
2
26
166
1
16
15
11
16
16
15
12
26
2
1
15
1
11
166
15
150
136
2
30
16
16
160
160
15
1
12
12
30
32
15
151
150
1
16
12
风速m
0
工况额定性能表：二3、旋转角度二360°、标准配重二2201、悬浮配重二400tX20m、中心配重二。
回转半径
(m)
3m
42m
4m
6m
63m
0m
1
n4m
1
回转半径
m(m)
0
0
3
3
0
64
66
0
6
64
6
643
44
0
6
64
634
620
43
404
346
2
63
624
62
42
403
346
2
2
4
6
2
40
履带吊起重性能表
吊臂长度（m）
12
18
24
30
36
42
48
54
60
66
72
78
84
90
6
300
300
7
284
282
280
277
235
8
252
250
249
248
217
203
9
221
220
219
217
202
190
179
10
194
193
192
191
188
179
170
151
132
109
12
144
258
262
246
249
234
30
32
34
36
235
212
255
234
266
246
264
246
260
244
242
228
231
217
221
208
34
36
38
40
191
171
216
199
226
208
230
214
230
216
213
201
205
195
196
185
38
40
44
48
167
181
156
185
163
回转半径（m）
35 m
42 m
49 m
56 m
63 m
履带吊起重性能表
165
163
160
153
48
52
134
143
146
146
144
140
52
56
125
130
131
130
127
56
60
116
118
117
115
60
64
102
106
106
104
64
68
94
96
95
68
72
83
86
86
72
76
77
78
76
80
70
80
200
202
189
1
22
24
26
193
166
206
194
204
186
203
185
193
181
188
176
178
168
167
158
146
142
24
26
28
30
177
164
175
164
174
160
171
160
166
157
158
149
150
142
136
129
28
30
32
34
145
345
316
341
310
332
302
297
278
282
264
237
236
201
200
160
158
12
14
500T履带吊的性能介绍解析
（4）超起配重离地间隙
• 500T履带吊超起配重离地间隙是在 100mm—400mm之间，当履带吊回转， 遇到地面不平，履带吊检测到的数据不 在这一范转之内时，履带吊就会启动安 全保护系统，履带吊会切断起升、变幅、 回转等动作。
（5）超起配重的回转
• 使用超级起升装置时，先根据吊重选定超起配 重的重量和半径，将超起配重放置到预定的位 置，挂好超起配重后，开始起吊重物，到一定 程度时，超起配重离开地面。 • 只有在超起配重离开地面100-400mm时，超起 配重才能进行回转。 • 重物就位与重物起吊时的过程相反：当吊重松 钩到一定程度时，超超配重先落地，这时在吊 钩上还有一定的载荷。由于超起配重在地面上， 这时也不能进行履带吊的回转操作，否侧会造 成超起配重托盘支架的扭曲！
2.履带吊的特点
• 塔式工况时，主臂可以在85°到65°之间无级摆 动，塔式工况时，主臂可以在87 ° 到65°作角 度之间的无级摆动。塔式工况带超起装置时，主 臂可在45°到87 °之间无级摆动。 • 履带吊上部可360 °回转。 • 采用IC-1彩色触摸式大屏幕计算机控制系统，起 重力矩计算能力强，以图形和数字两种方式显示 履带吊的工作状况。
3.起重性能表中的标注
（1）广告版中的性能表
3.起重性能表中的标注
(2)使用版中起重性能表的说明
A：先了解性能表文件图标的文字说明的含义 （以第五行第七个文件图标为例） 22218412_SWSL_85_14_14x_120_0_e SWSL 表示带超起的塔式工况 85 表示主臂角度为85° 14 表示超起配重半径为14米 14x 表示超起桅杆的半径为14.5米 120 表示主机尾部配重为120T 0 表示主机中心压重为0T
CC2500-1的臂杆组合
1-CC2500履带吊组立及负荷试验
目录1 工程概况及工程量........................................... 错误！未定义书签。
1.1工程(系统或设备)概况..................................... 错误！未定义书签。
1.2 工程量和工期............................................. 错误！未定义书签。
2 编制依据................................................... 错误！未定义书签。
3 作业前的条件和准备......................................... 错误！未定义书签。
3.1 技术条件及准备........................................... 错误！未定义书签。
3.2 作业人员配置、资格....................................... 错误！未定义书签。
3.3 作业工机具............................................... 错误！未定义书签。
3.4 工序交接 (1)3.5其它 (4)4 作业程序、方法 (5)4.1 施工方案 (5)4.2 施工工艺流程 (5)4.3 施工方法及要求 (5)5质量目标和质量标准及控制 (9)5.1 质量目标 (9)5.2质量标准及控制 (10)6 作业的安全要求和环境要求 (10)6.1作业的危险源辨识和控制 (10)6.2作业的环境因素识别和控制 (12)7 附录 (12)1 工程概况及工程量1.1 工程（系统或设备）概况根据燕山湖现场设备吊装需求，需组立一台CC2500履带吊。
CC2500履带吊是德国特雷克斯德马格公司的全液压履带式起重机，最大起重量450t（SSL），臂杆全部接齐可达到84m+66m（SWSL）。
T履带吊的性能介绍
（4）超起配重离地间隙
• 500T履带吊超起配重离地间隙是在 100mm—400mm之间，当履带吊回转， 遇到地面不平，履带吊检测到的数据不 在这一范转之内时，履带吊就会启动安 全保护系统，履带吊会切断起升、变幅、 回转等动作。
（5）超起配重的回转
• 使用超级起升装置时，先根据吊重选定超起配 重的重量和半径，将超起配重放置到预定的位 置，挂好超起配重后，开始起吊重物，到一定 程度时，超起配重离开地面。 • 只有在超起配重离开地面100-400mm时，超起 配重才能进行回转。 • 重物就位与重物起吊时的过程相反：当吊重松 钩到一定程度时，超超配重先落地，这时在吊 钩上还有一定的载荷。由于超起配重在地面上， 这时也不能进行履带吊的回转操作，否侧会造 成超起配重托盘支架的扭曲！
4.起重性能表的查阅及工况的使用
1）在起吊重物的安全作业范围内，增大作业半 径，但有时受场地的限制，不能达到超起配重 离地的目的。 2）将重物放到地面上，用辅助吊车去掉一部分 超起配重。 3）将重物放到地面上，将超起配重的半径调整 到小级别的位置。
5.履带吊的安全使用
（一）一般规定：
1. a sufficient safety clearance must be maintained between the crane (and hoist rope, lifting tackle, hook block, load) and current−carrying lines. 在吊车（包括起升绳、吊具、吊钩、吊重） 与输电线之间要有足够的安全距离。
二、履带吊的尺寸参数
1.履带长度
履带长度
• 履带总长度：11米 • 履带驱动轮之间中心距：9.7米 • 主臂根部与主机回转中心的水平距 离：2米